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2000-060 Kiwanis Park Improvement Project Phase 1 Agreement with Ohno Construction Co.
°Pk . ,- .....----- CITY OF Y AKIMA , PARKS AND RECREATION DIVISION KIWA NIS PARK _ IMPROVEMENT PROJECT ® PHASE 1 City Project No. 19 24 „...,.....N. ..."- ...----7, ',.', ,,!..-:-',,-,::,-",y1-':•; ',At, * v••• :.-•-:.,- ••!:' ' ,,,r..:.."•::•(,,,••--...,: "„--...... ;;-*•.,--=, -., • : '4 ,74:,*,tio:,',':::.-:.*‘° ° • . •, •••'. • #0 ilr ,.. - .- . ,', , . • ,,,„„ , E • -' • ::::. *„.17 • • #0 e 0 ,T . • ka;.1*-3,.. 0 ii .46._ ' • 'Z'''' 4 4/ . . 1 ,r, 41 r ;'..,A . ''. —,',- • 0 r ' . ' • "%1".:1.tgl,.: *, is .4 ,.r.04# • . ' • e ff 71 ' v■I, ifr",,,,..'':;t. • , , , ea it .N. • 4z,:etitkrx4Ss itf ` 4 ' 01 r ' t 1 • l'tliitleezeiv::,, .44 *444 • . ;•,% 0 Nal : °. at.4"i'!„1/41?„, • , * ,,,,,, 1, / - ... • „. <6 .., • Construction Con tract Specifications & Bid Documen ts 2301 Fruitvale Boulevard MAY 2003 Phone (509) 575-6020 Yakima, WA 98902 fax (509) 575-6238 a BID SUMMARY ENGINEER'S Ohno Construction Apollo, Inc. Jim Nichols Construction IMCO General Const. Inc. Legacy Const. Group Inc. KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 ESTIMATE 9416 MLK Jr. Way S. P.O. Box 7305 314 Viewmont Drive 4509 Guide Meridian P.O. Box 456 Seattle, WA 98118 Kennewick, WA 99336 Yakima, WA 98908 _ Bellingham, WA 98226 _ Moses Lake, WA 98837 LINE ITEM ITEM UNIT UNIT UNIT UNIT UNIT UNIT NO. ITEM DESCRIPTION UNIT QUANT. PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 A. PARK IMPROVEMENTS 2 BASE BID LUMP SUM 1,510,595.53 1,383,000.00 1,817,862.00 1,668,000.00 1,944,278.18 1,400,000.00 3 SALES TAX (7.9 %) 119,337.05 109,257.00 143,611.10 131,772.00 153,597.98 110,600.00 4 A. SUBTOTAL PARK IMPROVEMENTS 1,629,932.58 1,492,257.00 1,961,473.10 1,799,772,00 2,097,876.16 1,510,600.00 5 B. PUBLIC STREET IMPROVEMENTS 6 BASE BID LUMP SUM 180,451.70 339,885.00 74,951.00 250,000.00 96,703.58 83,107.00 L 7 SALES TAX (NO TAX ON PUBLIC STREET IMPROVEMENTS) 0.00 0.00 0.00 0.00 0.00 0.00 8 B. SUBTOTAL PUBLIC STREET IMPROVEMENTS 180,451.70 339,885.00 74,951.00 250,000.00 96,703.58 83,107.00 . 9 10 TOTAL BASE BID (A + B) 1,810,384.28 1,832,142.00 2,036,424.10 2,049,772.00 2,194,579.74 1,593,707.00 11 12 ALTERNATES NOTE: THE TOTAL PRICE SHOWN FOR EACH ALTERNATE SHALL INCLUDE 7.9% SALES TAX 13 ALTERNATE NO. 1: Picnic Shelter ADD LUMP SUM 75,679.40 84,000.00 58,835.71 67,000.00 53,658.57 55,161.00 14 ALTERNATE NO. 2: North Asphalt Parking Lot ADD LUMP SUM 103,083.84 89,000.00 141,498.98 134,000.00 93,842.65 101,816.00 15 ALTERNATE NO. 3: Cement Concrete Plaza ADD LUMP SUM 79,025.90 82,000.00 52,615.28 92,000.00 169,006.59 111,858.00 16 ALTERNATE NO. 4: Install Tile in Bathrooms ADD LUMP SUM 4,646.30 13,800.00 4,784.29 7,500.00 8,934.51 30,000.00 17 ALTERNATE NO. 5: New Ballfield No. 3 ADD LUMP SUM 503,841.54 400,000.00 639,905.27 603,000.00 499,126.86 370,540.00 18 ALTERNATE NO. 6: South Asphalt Parking Lot ADD LUMP SUM 133,278.00 82,000.00 158,826.64 138,000.00 99,146.85 114,709.00 19 ALTERNATE NO. 7: Additional Cement Concrete Plaza ADD LUMP SUM 13,601.87 8,500.00 11,440.64 20,000.00 27,455.87 9,521.00 20 21 22 23 ENGINEER'S REPORT � �:=� CITY OF YAKIMA Competitive bids were opened on June 12, 2003. " ztir' ':•_'_':?..‘'; °y �- ': ,;S;'.S.: KIWANIS PARK All bids have been reviewed by this office. • <2�•�. _,,: I recommend the co act be awa ded a: Ohno Construction �' /'� � ..;, ; `9 AWARD MADE BY CITY MANAGER DEVELOPMENT, PHASE 1 i 4„�A� i 1 ,��i, a _ � , , _; PROJECT NO. 1924 DATE P OJECT E E' 0 ,r" : ° ` Hnibregtsc Associates, lnc g DATE: JUNE 12, 2003 4 ' EH u xvcaNC•nwNi'+c w"t �, r.: DATE CITY MANAGER ar Page 1 of 1 FE-3-,Es :7..Z.Ue4. G \JAN \YAKIMA- JC4 \33 wpd HLA Project No. 02032A I ADDENDUM NO. 1 ' To the Contract Provisions for CITY OF YAKIMA, WASHINGTON KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 City Project No. 1924 HLA Project No. 02032A BID OPENING: June 12, 2003 2:00 p.m. To the attention of all plan holders for the above project: The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and Specifications for this project: ' SPECIFICATIONS ITEM 1 - SECTION 5 -04, ASPHALT CONCRETE PAVEMENT ' A. 5 -04.1, Description: ' Add the following: Asphalt Class A shall be used for parking area pavement and street widening. Asphalt Class G shall be used for plaza area pavement and connecting pathway. ' B. 5- 04.3(5)D, Soil Residual Herbicide: Add the following: Soil residual herbicide shall be applied under all surfacing within the plaza area and asphalt connecting pathway including asphalt paving, bleacher slabs, dugout slabs, picnic shelter slab, concrete slab around restroom /concession building, concrete ' edging around perimeter of plaza, and concrete sidewalks and curbs adjacent to the north parking lot area. I ITEM 2 - SECTION 09300, CERAMIC TILE ' A.. Page 1, line 12: Revise to read as follows: "This section includes unglazed - - : • - -- _ - - - - _ _ - = porcelain floor ' tile." B. Page 2, lines 52 -59: Delete entirely. ' C. All tile work is to be included in Bid Alternate No. 4. 1 G:UAN \YAKIMA- JC4\36.wpd 1 ADDENDUM NO. 1 1 • ' r . ITEM 3 - SECTION 13126, SPORTS FIELD LIGHTING A. Add the following to Section .1.02 A as follows: Refer to the Bill of Materials prepared by Musco Lighting, dated June .12, 2003, attached to this addendum. Bidders may contact Mr. Tim Butz, Musco Lighting, at 877 - 927 -4777 for additional information. - ITEM 4 - SECTION 13126, SPORTS FIELD LIGHTING • d A. Add paragraph 2.01 A. 12. as follows: Brackets for mounting of area lighting fixtures (Area lighting fixtures specified under Division 16). B. Revise the second sentence of paragraph 2.06 I. as follows: "...three position selector switches (Off -On -Auto) shall be factory mounted internal II to the LCC..." in lieu of "...three position selector switches (Off -On -Auto) shall be factory mounted on the face of the LCC..." 1 ITEM 5 - SECTION 16010, RACEWAYS AND BOXES A. Revise paragraph 1.03 G to read as follows: • "Provide electrical circuits, conduits, DOT type junction boxes and similar items to serve ball field lighting systems for Ball Fields No. 1 & No. 2 which are specified I under Division 13. B. Revise paragraph 1.03 Ito read as follows: ' Under Alternate Bid No. 5, provide electrical circuits, conduits, DOT type junction boxes and similar items to serve a ball field lighting system for. Ball Field No. 3 - which is specified under Division 13. • ITEM 6 - SECTION 16140, WIRING DEVICES ' A. Add the following sentence before the last sentence in paragraph 2.02 J: "Provide occupancy sensor with two sets of contacts, one set of contacts to control lighting and one set of contacts to control exhaust fan." . B. Add 2.02 N as follows: "Weather resistant covers for convenience receptacles I located outdoors shall be lockable with polycarbonate cover. Leviton 5976 -GY or equal." 1 G:VAMYAKIMA- JC4 \36.wpd • • 2 ADDENDUM NO. 1 I • ' DRAWINGS ITEM 7 - SHEET C1.1, SITE CLEARING AND DEMOLITION KEY NOTES (BASE BID) ' A. Notes 2, 3, 4, 6, and 7. ' Revise to read: "All utility facilities including wires, transformers, poles, guys, and anchors will be removed by the serving utility. The Contractor shall backfill all holes left by the removal of such facilities with crushed surfacing top course and compact to 95% maximum density." ITEM 8 - SHEET A2.1, DETAIL 2, ENTRANCE DRIVEWAY SIGN ' A. Include the cost for furnishing and installing the Entrance Driveway Sign in the Base Bid. 1 ITEM 9 - SHEET C1.2, CLARIFICATION NOTES: ' A. Clarification Notes 1,2,3, & 5: Revise the terms "lights" and "light bank fixtures" to "Ball Field Lighting Poles" and "Lighting Fixture Banks." 1 B. Clarification Note 3: Revise last sentence to read: "However, the lighting fixture bank for softball field #3, which is to be installed on Ball Field Lighting Pole B3, shall be included in the bid price for Alternate No. 5." ' ITEM 10 - SHEETS MD1, MD2, MS1, MS2, AND MS3: - A. Add the following note: ' "These drawings are being provided to the Contractor to aid in determining the various ball field lighting system components and how the ball field lighting system ' is to be installed. Additional information is available from Musco Lighting, LLC. It is the Contractor's responsibility to contact Musco Lighting (Bidders may contact Mr. Tim Butz, Musco Lighting, at 877- 927 -4777 for additional information) prior to bidding to ensure that all materials associated with the ball field lighting system, ' electrical circuits, and control systems are provided under this Contract. Any items not provided by Musco shall be provided by the Contractor." ITEM 11 - SHEET L3.1, DETAIL C A. Replace with attached Detail A "Backstop Post Revision to Detail C /L3.1." ' ITEM 12 - SHEET S1.1, FOUNDATION PLAN A. Change the detail call out through the north wall of the plumbing chase from "**/51 .3" to "16/S1.2 S I M." G:WAN \YAKIMA- JC4\36.wpd 3 ADDENDUM NO. 1 1 I ITEM 13 - SHEET E1.0; LIGHTING FIXTURE SCHEDULE ' A. Add a type "N" lighting fixture as follows: Description: Metal Halide, Conduit Stem Mounted, Sign Light, Prismatic Glass Refractor, Die Cast Aluminum Door Assembly, Aluminum Housing, Aluminum Reflector, Integral High Power Factor Ballast, Wet Location, 120 Volt. Name: Holophane ' Catalog Number: PANL- 175MH- 12- D- B- F1- DOORPROP -LAMP Quantity: 1 • Lamp: MH 175 Watt B. Add a type "AA" lighting fixture as follows: ' Description: Fluorescent, Die Cast Aluminum Swivels, Wall Mounted, Sign Light, Clear Acrylic Lens, Die Cast Aluminum Door Assembly, One Piece Extruded I Aluminum Housing, Specular Alzak Reflector, Wet Location, Polyester Powder Bronze Finish, Cold Weather Electronic Ballast, 120 Volt. Name: Kim I Catalog, Number: 4305/120/DB Quantity: 1 Lamp: F32WT8 32 Watt ' C. Revise the catalog number for the type "BB" lighting fixture to be "GLEN17A- 10 -FL- 277 -XC" in lieu of " "GLEN17A- 10 -FL- 120 -XC." I D. Revise the lamp for the type "CC" lighting fixture to be a 175 watt metal halide lamp in lieu of a 100 watt metal halide lamp. Revise the catalog number to be "N9100A- • MH- 175 - 120 -SP" in lieu of "N9100A -MH- 100 - 120 -SP." ITEM 14 - SHEET E1.0, DETAIL 5/E1.0 I A. Revise the note callout to the lighting fixture to be: "Lighting Fixture (See Site Plan Sheet E1.1 for type, quantity, and orientation)" in lieu of "Lighting Fixture (See Site Plan this sheet for type, quantity, and orientation) ". • ITEM 15 - SHEET E1.0, DETAIL 1/E1.0 • A. Revise the detail name to be "Trench for Utility Secondary or Utility Telephone Circuit" in lieu of "Trench for Utility Secondary. Circuit." B. Revise the callout to the electrical conduit to be "Electrical Conduit (See one line • diagram or electrical site plan for actual quantity and size of conduits)" in lieu of "Electrical Conduit (See one line diagram for actual quantity and size of conduits)." ITEM 16 - SHEET E1.0 = SYMBOL SCHEDULE FOR ELECTRICAL PLAN DRAWINGS A. Add a symbol matching the symbol for the communications device boxes shown on ' Sheet E6.0. Add the following description to the symbol: "Provide deep depth G:UAMYAKIMA- JC4\36.wpd 4 ADDENDUM NO. 1 • I double gang device box with single gang mud ring. Provide blank stainless steel ' coverplate." ITEM 17 - SHEET E1.1 — ELECTRICAL SITE PLAN A. Revise the spare conduit from the Type I Junction box to the future scoreboard located in the outfield of Ball Field No.1 to be "1 -1 1/2"C (Spare)" in lieu of "1-1-1/2"C t (Spare)." B. If Alternate Bid No.6 is accepted, revise the installation of the two 3/4" conduits stubbed out from site lighting poles located at the east end of the south parking lot, to extend the conduits to the two west islands (location of two future lighting poles). Cap and stake at the location of each west island in lieu of in the parking lot. ' C. Revise the callout for the utility pole located to the northeast of Pole No.C4 (near Ball Field No. 3) to be "New utility pole" in lieu of "Existing utility pole." ' D. Revise the callout for the site lighting control conduits located at the east end of the site to be "12#12,1"C + 1-1"C (Spare) (Site Lighting Controls) (See Detail 2/E1.0)" ' in lieu of "2 -1 "C (Site Lighting Controls) (See Detail 2/E1.0)." E. Add a note callout of "Note 15" to the five street lighting poles located along East ' Beach Street and South 13 Street. Add general Note 15 to the sheet as follows: "See Sheets C4.0 through C4.2 and Appendix A of the Specifications "Specifica- tions for Private Construction of Public Facilities," for information regarding electrical requirements for street lighting service, lighting fixtures, poles, circuits and similar ' items." F. Revise the grounding .conductor size for circuits MDP1 -1 and MDP2 -7 to be #6 ' AWG in lieu of #2 AWG. Revise the grounding conductor size for circuits MDP1- 2,7,8,13 & 14 and MDP2 -1 &13 to be #8 AWG in lieu of #4 AWG. ITEM 18 - SHEET E1.2 — DETAIL 2/E1.2 A. Revise the quadruplex receptacle to be to be two GFCI receptacles with weather- proof, vandal resistant covers. ITEM 19 - SHEET E1.2 — PARTIAL ELECTRICAL SITE PLAN ' A. Add a callout of "Note 6" to the two conduits routed to the east of the site from the Concessions /Restroom Building to Pole No. B3 and to a junction box. ITEM 20 - SHEET E1.2 — DETAIL 1/E1.2, ELECTRICAL DISTRIBUTION EQUIPMENT ' A. Add a NEMA 3R enclosure with three 277/120 volt step down transformers for 120 volt power to Lighting Contactor Cabinets "1 A ", "1 B" & "2A ". Connect the trans- formers to Panel MDP1, Circuit 29 using 1#12+1#12N, 1 "C. Connect the secon- dary of two of the transformers to Lighting Contactor Cabinets "1A" & "1B" G:UAN \YAKIMA- JC4 \36.wpd 5 ADDENDUM NO. 1 N • I respectively using 1#12+1#12N, 1 / "C. Connect the secondary of the third trans- former to Lighting Contactor Cabinet "2A" using 1#12+1#12N, 1 h "C if Alternate Bid No. 5 is accepted. B. Add a NEMA 3R junction box located below Cabinet "1A." Show the two 1" site I lighting control conduits stubbing into the junction box in lieu of Cabinet "1A." From the junction box, add three 1/2 "conduits connecting to Cabinets "1A", "1B" & "2A" respectively. Add a callout of "See Block Diagram MUSCO Lighting Controls, Sheet E1.4 for further information." C. Revise the conduits located below Lighting Contactor Cabinet "2B" to be shown as - capped and staked for future use. I ITEM 21 - SHEET E1.3 — ONE LINE DIAGRAM • A. - Revise the circuit breaker pole space numbering for the circuit breakers located in - Main Distribution Panel "MDP2" that serve MUSCO lighting contactor cabinet "2B" ' to be "MDP2 — 2,8,14,25,31 & 37" in lieu of "MDP2 — 1, 7, 13, 19, 21 & 23." B. Revise the grounding conductor size for circuits MDP1 -1 and MDP2 -7 to be #6 ' AWG in lieu of #2 AWG. Revise the grounding conductor size for circuits MDP1- 2,7,8,13 & 14 and MDP2 -1 &13 to be #8 AWG in lieu of #4 AWG. C. Add a circuit designation of "MDP1 -31" to the 3P -70A circuit breaker in Main ' Distribution Panel "MDP1" that serves the 3P -70A circuit breaker for panel "A." D. Revise the callout to MUSCO Lighting Contactor Cabinet "2B" to read "MUSCO , Lighting Contactor Cabinet "2B" (Future)" in lieu of "MUSCO Lighting Contactor Cabinet "2B" with Manual HOA Switch (Alternate Bid No. 5)." E. Revise Note 7 to read two 1 1 /4" conduits..." in lieu of "Provide two 3/4" conduits... ". _ ITEM 22 - SHEET E1.4 — PANELBOARD CIRCUIT SCHEDULE PANEL A A. Revise the load description at pole space 15 to be "Irrigation Controller" in lieu of "Spare." B. Revise the load description at pole spaces 75, 77 & 79 to be "Concessions '. Receptacles" in lieu of "Spare." ITEM 23 - SHEET E1.4 - -PANELBOARD CIRCUIT SCHEDULE PANEL B A. Add "(Future)" to the load descriptions at pole spaces 14, 16, 21 & 23. ' ITEM 24 - SHEET E1.4 — SCHEDULES , A. Add "Block Diagram, MUSCO. Lighting Controls" attached to this addendum. G:uAMVAKIMA- JC4\36.wpd 6 - ADDENDUM NO. 1 I B. Add "MUSCO Pole Circuit/Description Schedule" attached to this addendum. 1 ITEM 25 - SHEET E2.0 - LIGHTING PLAN CONCESSION /RESTROOM BUILDING ' A. Revise the mounting height ht of the type "N" fixture to be +16' 6" in lieu of 17' 0 ". Add the following note callout to the fixture: "Mount fixture on rigid conduit stem 2'6" out from the sign." B. Revise the lighting layout in Janitor 106 to match the lighting layout shown on the ' Architectural Reflected Ceiling Plan, Concession /Restroom Building, Sheet A -1.2. ' ITEM 26 - SHEET E3.0 — POWER PLAN CONCESSION /RESTROOM BUILDING A. Add a 120 volt, 20 amp circuit for an irrigation controller located on the north wall ' of Controls 104. Provide a hard wire connection to the controller and connect to Panel A, Circuit 15 using 1 #12 +1 #12N +1 #12G, 3 /4 "C. Add a note callout of "See Detail E, Sheet L2.3 for further information." 1 ITEM 27 - SHEET E3.0 — GROUNDING PLAN CONCESSION /RESTROOM BUILDING ' A. Revise the continuation note "To main grounding busbar" to read "To telephone service located in Controls 104." ITEM 28 - SHEET E3.1 — ELECTRICAL PLAN PICNIC SHELTER ' A. Under Alternate Bid No. 1 add four type "AA" lighting fixtures on the east side of the picnic shelter and mount at +18' 6" to illuminate the "Kiwanis Park" sign. See Architectural Sheet A -2.1 for further information regarding sign. Mount each fixture ' on rigid conduit stems 2'0" out from the sign. Connect to circuit B -24 via the type "FF' lighting fixture located at the northwest corner of the picnic shelter using 1#10+1#10N, 1 "C. ITEM 29 - SHEET E4.0 — HVAC POWER PLAN CONCESSION /RESTROOM BUILDING A. Add a speed controller located on exhaust fan EF -1. Add a note callout of "Note 6" to the speed controller. ' B. Add Note 6 to the sheet as follows: "Speed controller specified under Division 15 and installed under Division .16. Verify exact location with mechanical equipment installer prior to device rough in." C. Add a note callout of "Note 7" to the two hand dryers located on the east wall of the women's restroom and the two hand dryers located on the east wall of the men's restroom. Add Note 7 to the sheet as follows: "Coordinate the exact mounting height with Architectural Interior Elevations, Sheet A -1.5 prior to device rough in." G:UAMYAKIMA•JC4 \36.wpd 7 ADDENDUM NO. 1 D. Revise the neutral conductor shown for circuit A -14 to be a grounding conductor. ITEM 30 - SHEET E6.0 — COMMUNICATIONS PLAN A. Revise the callout for the two 1" conduits routing to the junction box located at the east end' of the site to be "12 #12,1 "C + 1 -1 "C (Spare with pullstring)" in lieu of "2 -1" Conduits with pullstring." Revise the stub up location for both conduits to be at the location of the ball field lighting. control panel in lieu of at the telephone system equipment and the ball field lighting control panel. • • This ADDENDUM is to be considered as much .a part of the contract provisions as if it were 1 included in the body of the Plans and Specifications. • All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. / /i /Ler /LA./ zoo3 • 1 Dennis . hitc er, " Date Huibregtse, Lou an A ssociates, Inc. 1 801 North 39` Av- - e Yakima, WA 98902 Phone: (509) 966 -7000 1 • • 1 1 • • • 1 1. 1 G:\JAMYAKIMA- JC4 \36.wpd 8 ADDENDUM NO. 1 - 1 00CC Bill of Materials 1 m o. ' ,,, ! L ig ht- Structure2 TM Kiwanis Park Softball Yakima, WA June 12, .2003 EQUIPMENT DESCRIPTION Poles: Four (4) LS2- 70A -7P One (1) LS2- 80A-6P ' Two (2) LS2- 80A -11P One (1) LS2- 80B-6P One (1) LS2- 80A -12P One (1) LS2- 80B -22P ' Includes: Galvanized steel tapered pole sections; pole top assembly with galvanized tubular steel crossarms factory welded to the pole tops; wire harness with plug -in connections from the top of the pole to the electrical enclosure box located down the pole; electrical enclosure box pre - wired and pre - assembled with ballasts, capacitors, fuses, terminal block, landing lugs and ' manual disconnect device. Includes the prestressed concrete column bases with handhole access. Includes mounting brackets on each of the poles located in plaza areas for pole mounted security fixtures.. ' * All poles, structural calculations, and footing design are provided and included for submittal purposes, prepared by a Washington licensed structural engineer - soils survey has been provided by others. Fixtures: Ninety -six (96) ' Musco SC-2 TLC Glare Control 1500 watt metal halide luminaire assemblies complete with factory wiring through the crossarms and factory preaiming. Includes lamps. Lighting Contactor Cabinet (LCC) and Remote Equipment Controller (REC): LCC and REC will arrive at the job site factory wired and assembled, per approved plans and specifications. Includes all communication and service fees, and warranty for 10 years, per ' project plans and specifications. Includes: • One (1) REC IV • Two (2) 24" x 48" contactor cabinets • Seven (7) O.O.A. switches • One (1.) remote switch box • Two (2) 30 AMP contactors • Three (3) time clocks • Six (6) 60 AMP contactors ' Musco Lighting, LLC, West Regional Office: 15311 Barranca Pkwy, Irvine, CA 92618 Phone: 800/659 -0117 or 949/754 -0503 Fax 949/754 -0637 Page 1 of 4 1 WARRANTY 10 Club Service : 10 Club service includes all materials and labor to maintain operation of the system for. ten (10) years. The service includes regular monitoring of the system, toll -free access to Musco's Maintenance Department, and an independent insurance policy that guarantees the full ten (10) years of service. Lamps are group replaced on or before the lamps exceed their useful life and/or during the 10 year. Individual lamp outages are repaired as follows: 1. When more than 10% of the lamps are out on any one field. 2. When lamp outages materially impact the usage of any field. Exclusions are vandalism, major storms or lightning, failure of owner's electrical service, or unauthorized alterations. Note: Warranty period based on 10 years or 0 - 3000 hours, whichever occurs first, and includes 1 full system relamping. NOTES I Light Performance : Musco assumes all responsibility for field light level requirements and the off -site glare -spill light control criteria per the project plans and specifications. Musco warrants accurate alignment of the luminaires on the luminaire assembly for a period of ten (10) years. Delivery And Terms: 4 weeks delivery, material. is FOB job site and does not include off - loading or pre - shipment of bases. 1 I AD ALTERNATE Field #5 I Poles: Two (2) LS2- 80A-6P One (1) LS2- 80B -11 P Two (2) LS2- 70A -7P Includes: Galvanized steel tapered pole sections; pole top assembly with galvanized tubular steel crossarms factory welded to the pole tops; wire harness with plug -in connections from the top of the pole to the electrical enclosure box located down the pole; electrical enclosure box pre- wired and pre - assembled with ballasts, capacitors, fuses, terminal block, landing lugs and manual disconnect device. Includes the prestressed concrete column bases with handhole access. Includes mounting brackets on each . of the poles located in plaza areas for pole mounted security fixtures.. a All poles, structural calculations, and footing design are provided and included for submittal purposes, prepared by a Washington licensed structural engineer - soils survey has been .. I provided by others. Fixtures: Forty -eight (48) • Musco SC-2 TLC Glare Control 1500 watt metal halide luminaire assemblies complete with factory wiring through the crossarms and factory preaiming. Includes lamps. Musco Lighting, LLC, West Regional Office: 15311 Barranca Pkwy, Irvine, CA 92618 Phone: 800/659-0117 or 949/754-0503 Fax 949/754 - 0637 Page2of • I Lighting Contactor Cabinet (LCC) and Remote Equipment Controller (REC): ' LCC and REC will arrive at the job site factory wired and assembled, per approved plans and specifications. Includes all communication and service fees, and warranty for 10 years, per project plans and specifications. Includes: ' • One (1) 30 AMP contactors • Three (3) 60 AMP contactors ' • One (1) 24" x 48" contactor cabinets • Two (2) time clocks WARRANTY 10 Club Service : 10 Club service includes all materials and labor to maintain operation of the system for ten (10) years. The service includes regular monitoring of the system, toll -free access to Musco's Maintenance Department, and an independent insurance policy that guarantees the ' full ten (10) years of service. Lamps are group replaced on or before the lamps exceed their useful life and/or during the 10 year. Individual lamp outages are repaired as follows: 3. When more than 10% of the lamps are out on any one field. ' 4. When lamp outages materially impact the usage of any field. Exclusions are vandalism, major storms or lightning, failure of owner's electrical service, or unauthorized alterations. ' Note: Warranty period based on 10 years or 0 - 3000 hours, whichever occurs first, and includes 1 full system relamping. We will provide 5% extra lamps, 5 extra fuses, and delivery to the job site, which is included in the quoted price. Sales tax, labor, and unloading of the equipment is not included. • 1 1 ' Musco Lighting, LLC, West Regional Office: 15311 Barranca Pkwy, Irvine, CA 92618 Phone: 800/659-0117 or 949/754-0503 Fax 949/754 -0637 Page 3 of 4 1 . u,:: • . , • . A = S'e X— STRONG PIPE (51h"O.D.) — -:ry =, . ;:.,:;;; • 10' -0" O:C: TYP. . OR 6'e• STD PIPE. I • f4ORIZ: PER • . . ' • • ORIGINAL DETAIL • 24" ' C ONC. EDGING RIGIA DETAIL I SEE ONL R IF-7 \\N------ - ° #3 TIES O 10" O.C. • ' , -N.. 3'TOP O 21 0 z" O.C. I • 0 . ,' 4— #4x4' -0" VERTS • • $ y r I� I . In • i .. 1 1 , i i r i 1 7 .._ . ! . A BACKSTOP POST REVISION TO DETAIL C/L3.1 I • A 1 3/4- 1' -O' G ADDENDUM a _ I • R OJECT 2031032 PATE HT.NO: • ii A oob • HINZMAN KIWANIS PARK , 6/5/03 I.J CONSULTING ENGINEERS BACKSTOP POST & FOUNDATION BY RSC ' RS1 I 1 1 NOTES: ,--■-- CONTROL UNK CABINET 1 I I (BY MUSCO)(LOCATED 1. PROVIDE UNDER ALTERNATE I I IN CONCESSIONS /RESTROOM BID NO.5. I BUILDING CONTROLS ROOM) L _ - J 2. IF ALTERNATE BID NO.5 IS. NOT 1 - - I BY MU CONDUIT SCO AND CONDUCTORS ACCEPTED, DESIGNATE AS SPARE r - ' -I I 1 HAND HAND HAND HAND I I OFF AUTO OFF AUTO OFF AUTO OFF AUTO I (11) 11 111 : IJI I BALL FIELD BALL FIELD BALL FIELD PARKING I NO.1 NO.2 NO.3 UGHTING I I HAND (NOTE 2) HAND HAND I . i OFF AUTO OFF AUTO OFF AUTO I ' /0 / 1 1--■- REMOTE HOA SWITCHES 1 IN CONCESSIO S/ ESTROOM BUILDING CONTROLS ROOM) PLAZA /PATH SPARE SPARE 1 LIGHTING I L J CONTACTOR CABINET 1 "C (SPARE) CONTACTOR CABINET 1 1.- � f " 1 B" " 1A" (BY MUSCO) 1 124612,1 "C (BY MUSCO) ' r 1 I SWITCHES ARE I I 1 SWITCHES ARE I 1 LOCATED IN INTERIOR 1 I I LOCATED IN INTERIOR 1 1 I OF CABINET (TYPICAL) 1 I 1 OF CABINET (TYPICAL) 1 HAND HAND I I 1 HAND HAND OFF AUTO OFF AUTO 1 I OFF AUTO OFF AUTO I -_ - I / - - ` 1 I IIII 1 1 I I 1 - 1 BALL FIELD BALL FIELD i I I PLAZA /PATH PARKING LOT I L NO.1 NO.2 1 I 1 LIGHTING UGHTING I J 44612,1/2"0 J r - - 1 L J-4#12,1/2 - C 1 t 44612,1/2"c -r L _ J r I r 1 r 1 I 1 SWITCHES ARE 1 NEMA 3R I 1 I LOCATED IN INTERIOR I JUNCTION I I I OF CABINET (TYPICAL) I BOX I I I I I I I HAND HAND I I I I OFF AUTO OFF AUTO I I I I I 1 I 1 ( I I I 1 I I I BALL FIELD PLAZA i BALL FIELD BALL FIELD I NO.3 LIGHTING I I NO.4 NO.5 1 1 L J L J CONTACTOR CABINET - CONTACTOR CABINET " 2A" (BY MUSCO) "2B" (FUTURE) (NOTE 1) 1 BLOCK DIAGRAM MUSCO UGHTING CONTROLS SCALE: NONE 1 • POLE FIXTURE FIXTURE FIXTURE FIXTURE NUMBER CIRCUIT 1 QUANTITY DESCRIPTION CIRCUIT 2 QUANTITY DESCRIPTION CIRCUIT 3 Typo 'Br QUANTITY DESCRIPTION Al MDP2 -7 6 Ballifield No.3 — Alt Bid No.5 MDP2 -8 6 Future Ballfield No.4 MDP2 -19 Type "BB" 2 North Plaza Lighting — Alt Bid No.5 A2 MDP2 -1 6 Ballifield No.3 — Alt Bid No.5 None MDP1 -19 Type "BB" 1 Plaza Lighting — Alt Bid No.5 A3 MDP1 -7 6 Ballfield No. 1 MDP1 -8 6 Ballfield No. 2 MDP1 -23 Type "BB" 2 South Plaza Lighting A4 MDP1 -1 6 Ballfield No. 1 ' None MDP1 -19 Type "BB" 1 Plaza Lighting A5 MDP2 -2 , 6 Future Ballfield No.4 None - MDP1 -19 Type "BB" 1 FuturePlaza Lighting ' B1 • MDP2 -2 11 Future Ballfield No.4 None MDP1 -19 Type `88' 2 Future Plaza Lighting 82 MDP2 -7 11 Ballifield No.3 — Alt Bid No.5 MDP2 -8 11 Future Ballfield No.4 MDP2 -19 Type "BB 3 North Plaza Lighting — Alt Bid No.5 B3 MDP1 -2 6 Ballfield No. 2 MDP2 -1 11 Ballfield No.3 — Alt Bid No.5 MDP1 -19 Type "BB" 2 Plaza Lighting 84 MDP1 -2 11 Ballfield No. 2 None MDP1 -19 Type "BB" 1 Plaza Lighting ' B5 MDP1 -7 11 Ballfield No. 1 MDP1 -8 11 Ballfield No. 2 MDP1 -23 Type "88" 3 South Plaza Lighting B6 MDP1 -1 11 Ballfield No. 1 None MDP1 -19 Type "BB" 2 Plaza Lighting Cl MDP2 -14 7 Future Ballfield No.4 None MDP2 -21 Type "BB" 1 Future Pathway Lighting, - C2 MDP2 -14 7 Future Ballfield No.4 None MDP2 -21 Type "BB" 1 • Future Pathway Lighting C3 MDP2 -13 7 Ballifield No.3 — Alt Bid No.5 None MDP2 -23 Type "BB" 1 Pathway Lighting — Alt Bid No.5 C4 MDP2 -13 7 Bollifield No.3 — Alt Bid No.5 None MDP2 -23 Type "BB" 1 Pathway Lighting — Alt Bid No.5 C5 MDP1 -14 7 Ballfield No. 2 None — MDP1 -21 Type "BB" 1 Ballfield No.2 Pathway Lighting C6 MDP1 -14 7 Ballfield No. 2 None None C7 MDP1 -13 7 Ballfield No. 1 None + None C8 MDP1 -13 7 Ballfield No. 1 None None MUSCO POLE CIRCUIT /DESCRIPTION SCHEDULE SCALE: NONE • - . — ME MI ME 1.11 MI 11.10 NM MN NM OM IIIIII IIIII ME Mill ME 111111 MO 11111 ' . ., , . OF YAKIMA PARKS AND RECREATION DIVISION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 City Project No. 1924 -1S J. WHIP , `N. Ad c-15413 � � � was� , ' <,v ./ W "/ s cll r . . lo IA )1',1" ,7). ss'MT E y 1 (" I • `SIGNAL E� EXPIRES ?7a 19. 8004 EXPIRES ?Loma** 17, 2005 Construction Contract Specifications & Bid Documents MAY 2003 Z:UA N \SPECS \02032 A• Y K. wp d CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 HLA Project No. 02032A TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 INVITATION TO BID 1 -2 SECTION 2 - INFORMATION FOR BIDDERS 2-1 INFORMATION FOR BIDDERS 2-2 SECTION 3 - BID PACKAGE 3-1 BID PROPOSAL 3 -2 BID BOND FORM 3 -4 BID BOND 3 -4 NON - COLLUSION DECLARATION 3 -5 NONDISCRIMINATION PROVISION 3 -6 SUBCONTRACTOR LIST 3 -7 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 3 -8 RESOLUTION NO. D -4816 3-9 AFFIRMATIVE ACTION PLAN 3 -10 BIDDERS CERTIFICATION 3 -12 SUBCONTRACTORS CERTIFICATION 3 -13 PROPOSAL 3 -16 BIDDER'S CHECK LIST 3 -17 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4 -2 PERFORMANCE BOND 4 -4 SCHEDULE OF WORKING HOURS 4 -6 INSURANCE FORM 4-7 MINIMUM WAGE AFFIDAVIT 4 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5 -2 SECTION 6 - TECHNICAL SPECIFICATIONS 6 -1 STANDARD SPECIFICATIONS 6 -2 SPECIFICATION INDEX 6 -3 SUPPLEMENTAL CONDITIONS INDEX 6 -27 Z: WAN \SPECS \02032A -YK. wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z:UAN \ SPECS \02032A - YK.wpd 1 -1 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on June 12, 2003, and then be opened and publicly read for the construction of: KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CITY OF YAKIMA PROJECT NO. 1924 Two (2) new softball fields with lighting and vinyl fencing. Work includes site clearing, earthwork, site grading, landscaping (lawn and trees), athletic field surfacing, covered dugouts, bat racks, bleachers, underground irrigation system, and site electrical improve- ments. New 1,526 SF concession /restroom building and tournament office building with concrete masonry unit construction, wood truss roof framing, and metal roofing. Work includes stainless steel restroom fixtures, cabinets, casework, and sinks in the concession area, ventilation, lighting, and electrical system. The concession area equipment will not be furnished under this Contract. New lighted, gravel north parking lot. New asphalt paved plaza area with miscellaneous concrete paving and storm drainage facilities. Off -site street improvements include new cement concrete curb, gutter and sidewalk with asphalt widening to South 13 Street and Beech Street. Work includes excavation, aggregate material, asphalt paving, storm drainage facilities, and street lights. Additive alternates include: picnic shelter, asphalt paving with storm drainage for the north parking lot, and full concrete paved plaza area, tile in restrooms, additional new ballfield No. 3 with additional asphalt or concrete plaza, and additional south gravel or paved parking lot with storm drainage. These alternates may be added to the Contract after bid opening. Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., located at 801 North 39 Avenue, Yakima, WA 98902, phone number (509) 966 -7000, FAX: (509) 965 -3800, and may be obtained for a fee of $100.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at various plan centers. A pre -bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2 " Street, Yakima, Washington, at 1:00 p.m. on June 3, 2003. The conference will include project discussion and the Affirmative Action Plan. Attendance by General Contractors at the pre -bid conference is mandatory to be considered as a responsive bidder. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. Z:WAN \SPECS \02032A - YK.wpd 1 -2 The City reserves the right to reject any or all bids and proposals. DATED this 15 day of May, 2003. Karen S. Roberts City Clerk PUBLISH: May 20, 2003 May 27, 2003 Z:WAN \SPECS \02032A - YK.wpd 1-3 SECTION 2 - INFORMATION FOR BIDDERS Z:WAN \SPECS \02032A - YK.wpd 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2:00 p.m., June 12, 2003, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. A pre -bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2 Street, Yakima, Washington, at 1:00 p.m. on June 3, 2003. The conference will include project discussion and the Affirmative Action Plan. Attendance by General Contractors at the pre -bid conference is mandatory to be considered as a responsive bidder. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. Z:WAN \SPECS \02032A - YK.wpd 2 -2 The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Dennis J. Whitcher, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509)966 -7000, FAX: (509)965 -3800. Z :JAN \SPECS \02032A - YK.wpd 2 -3 SECTION 3 - BID PACKAGE Z:\JAN \SPECS \02032A - YK.wpd 3- CITY OF YAKIMA 129 NORTH 2 STREET YAKIMA, WASHINGTON BID PROPOSAL FOR THE KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 YAKIMA, WASHINGTON City of Yakima Project No. 1924 To: City Clerk City of Yakima Proposal of Of1('1O C0/457k(C.T N. O1' Y (hereinafter called "BIDDER "), organized and existing under the laws of the Sate of Washington, doing business as A CoOnk}Ttc$ (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 - City of Yakima Project No. 1924, in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided for in Section 1 -08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z:\JAN \SPECS \02032A- YK.wpd 3 -2 A. PARK IMPROVEMENTS: BASE BID $ 3f 3 17(0, Do - SALES TAX (7.9 %) $ lO C 3 j ? s'7 • ©O A. SUBTOTAL PARK IMPROVEMENTS $ I e--/X12, z1 60 B. PUBLIC STREET IMPROVEMENTS: BASE BID $ .33` 88 r• d � SALES TAX (NO TAX ON PUBLIC STREET IMPROVEMENTS) $ 0 . 00 B. SUBTOTAL PUBLIC STREET IMPROVEMENTS $ 3 �� g 5 . TOTAL BASE BID (A + B) $ ) 8 3 2 � ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ALTERNATES NOTE: THE TOTAL PRICE SHOWN FOR EACH ALTERNATE SHALL INCLUDE 7.9% SALES TAX. Alternate No. 1: Picnic Shelter ADD $ Alternate No. 2: North Asphalt Parking Lot ADD $ c�l, b . Q O Alternate No. 3: Cement Concrete Plaza ADD $ 8 Z/12:1,-- . O (1 Alternate No. 4: Install Tile in Bathrooms ADD $ / 3 80d . .��_ Alternate No. 5: New Ballfield No. 3 ADD $ LYJ b(5C) . ( Alternate No. 6: South Asphalt Parking Lot ADD $ g (fir • _00 Alternate No. 7: Additional Cement Concrete Plaza ADD $ � s OU . BCD Z:WAN \SPECS \02032A - YK.wpd 3 -3 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash or bid bond i the amount of $ gob of rtrge,N .b �lD _ , which amount is not e ive percent (5 %) of the total bid. Sign Here L 7// ` \(OS+tCO O1-(N0 , $R $tp ' BID BOND KNOW ALL MEN BY THESE PRESENTS: That we _ Ohno Construction Company , as Principal, and St. Paul Mercur Insurance Co Ian ,as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five Percent (5 %) of Total Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 12th DA /mF e, -` 1 , , 2 • 4:7 Princi y 5 RiO o 6, PRi<stDrT .1 ,•rcury Insur. ce Company tar S Y John C. Beeson, Attorney -in -Fact Received return of deposit in the sum of $ Z: JAN\9PECS%02032A- YK.wpd 3 -4 S'tP�ul Surety SL Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company SL Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company SL Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company SL Paul Medical Liability Insurance Company Bond No. N/A RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE • This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the "Act "). No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond, and is effective the date of the bond. You should know that, effective November 26, 2002, any losses covered by the attached bond that are caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Act. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. Under the Act, there is a cap on our liability to pay for covered terrorism losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insureds and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is $0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY. The StPatii POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 20421 Power of Attorney No. Certificate No. 1 42161 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint John C. Beeson, Charles F. Bugge and Cathryn N. Dail of the City of Seattle , State Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. • ih p IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this day of Aril 2003 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 7l a; )-------- "...,.._ .._...„ $UAET ..F \ R£ 6''Q,, Y * ` N �N : ^a� �NSUAy` Y.�TY "..tl �'�rU'ri ' •!Ir * P y 00.POR9 > :c ORPOFAT f '�"` i ti �fIL O b �O `o WCORPORATED 1927 g "�° 1 if: ° _ te9 °`Y�L 1977 F PETER W CARMAN, Vice President m '''''Z9-,,,,,,(51 [�'• = �: . SEAL,o: i in < 1951 4 qjF, '' ‘it' ........ ':.s.....:a ! 3c _ `. / oF M1 F N C n '`ets v ' AtN d T• � / / State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary 7 On this 7 day of A 2003 before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. t In Witness Whereof, I hereunto set my hand and official seal. e POrA ( J8 Z/ S My Commission expires the 1st day of July, 2006. li CIjV �o REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2002 Printed in U.S.A. . , .• . f This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian hrsurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any ' such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so I executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to 1 which it is validly attached; and • RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this 1 2th day of June ' 2003 , .ap % . E�a " `r , o .--+, 0"49 p yY4� �C1•t„ \jn /']/ Krys�y �Q a Iw92 .. t ( (Yr, 4 . RICO — "' k',-- t--- T* tE y'c q �a �tD dW}'°'�C/J m, e � � +�TN�tiFp � ° e :n. < QtPoRATED y :. SEAL : +of SEAL.in' V, e 7 • 89S �9� z t 0 19 ,z mo o,; d•... • ,� S ...... € 'e § 0 nr � .,, E a,ts +.. � Aµy 'Rd , er ._;r• Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power ofAttorney, call 1 -800- 421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number; the above - named individuals and the details of the bond to which the power is attached. • • • . I 1 NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. Z:WAN \SPECS \02032A - YK.wpd 3 -5 NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. Z:WAN \SPECS \02032A- YK.wpd 3-6 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 City of Yakima Project No. 1924 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name /1JRA7' / O 411 %4) Item Numbers / 5"Oc \® Ape. Subcontractor Name ,i94L e c) Item Numbers / 7 t / C. Subcontractor Name RAK(Z CFCj/1 /C. Co - Item Numbers , •_.. r / Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: ( ONNO CON STQt.T1 oN 0,40/011r4 y Prime Contractor Name Item Numbers Z:WAN \SPECS \02032A- YK.wpd 3 -7 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. Z:\JAN \SPECS \02032A - YK.wpd 3-8 J RESOLUTION NO. D -4$16 • A A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal • and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of J such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority A Business Enterprise Policy ", a copy of which is attached hereto 4 and by reference made a part hereof. ADOPTED BY TEE CITY COUNCIL this 4 day of Q( �t 1983. 1 ■ n n vv, 1� . Orr A rnA.k-c .1 cam( Mayor 1 ATTEST: 1 City Clerk 1 1 1 1 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority Z:\JAN \SPECS \02032A - YK.wpd 3 -10 recruitment organizations and minority training organizations, within the contractor's recruitment areas. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after - school, summer, and vacation employment to minority youth. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non - segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non - cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. Z:WAN \SPECS \02032A - YK.wpd 3 -11 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS CERTIFICATION Ot-IN 0 00`1,6 (AltaT1 b/•j QOf P13u 1 certifies that: 1. It intends to use the following listed construction trades in the work under the contract LA601: , CAW Ph eAERA'TC . but 0 6A.1Vg..AS, LutZTR JArDS, m4 0N5 , I P.Rtcperi ON , N6TTILI &S, LA/41\ L As&OR ,A , LAf11 d41 . C.q 4.l4TWL and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: Miti1E. AS ke5nV F_ and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certificatio ` equired by ese Bid Conditions. )7‘, ) r - --) 4? (Signa of Authori O " epresentative of Bidder) ( 4 4 3 -12 Subcontractors' Certification is not required at the time of bid. This Certification must by completed by each subcontractor prior to award of any subcontract. SUBCONTRACTORS' CERTIFICATION certifies that: (SUBCONTRACTOR) i. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 5 3 -13 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a `responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. 6 3 -14 Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The tendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 7 3 -15 PROPOSAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CITY OF YAKIMA PROJECT NO. 1924 The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) I , , and SIGNAT RE O A UTHO )ED'O F �IALS /417)(7/.:70/e) p( \ 1D ol-h4D S r<D�f`lT (FI OE*4O aoNS7121,C +tITlON O&/Yv y (ADDRESS) q 04•L• g1( a• ON S- 94(9• tsar WA- sg I l e PHONE NUMBER 0 (o. 4.8'0(03 FAX NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER 0(�NOC'C S FEDERAL ID NO. q ��' vi l a b1-1 Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. Z:WAN \SPECS \02032A - YK.wpd 3 -16 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is accom- panied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/W BE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z:\JAN \SPECS \02032A - YK.wpd 3 -17 SECTION 4 - CONTRACT AND RELATED MATERIALS Z:WAN \SPECS \02032A- YK.wpd 4-1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this / day of 2003, by and between the City of Yakima, hereinafter called the Owner, and Ohno Construction Co., a Washin n State Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BASE BID AMOUNT, (A +B), OF: $1,832,142.00, for KIWANIS PARK DEVELOPMENT, PHASE 1, City Project Number 1924, all in accordance with, and as described in the attached plans and specifications and the 2002 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be substantially completed in one hundred twenty (120) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this )(Q 'day of SkAlt. 2003. Ohno nstructon,Co., a Washington State Corporation ntrcto , By: /1/ � � . City Manger Attes: 1 )SK1;D (1-lKD (Print Name) City Clerk f Its 1 PSI bE.Nl, l (President, Owner, etc.) RECFPY Address: 9416 Martin Luther King Jr. Way S. Seattle WA, 98118 JUL 0 8 2003 I � ,„N uac;m It 1 r Bond No. 400SK1965 PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Ohno Construction Company a Washington Corporation as Principal and St. Paul Mercury Insurance Company a corporation organized and existing under the laws of the State of Minnesota as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 1,832,142.00 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this /Co— day of Tom,, ( I y , 20 0 . Neverless, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on July 1 , 20 03 , the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said Ohno Construction Company the above bounden Principal, a certain Contract, the said Contract being numbered 1924 , and providing for KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 (which Contract is referred to herein and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and under - P , take to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said Ohno Construction Company shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Z VAN\SPECS \02032A- YK.wpd 4-4 Mit Ohno Construction Ccrrpany (Contra tor) ( ji By: `, (,/ / 1 05H I 01.-WC) (Prin)Vame) Approved as o foo Its: "Pik-S bit.4.1,T (President, Owner, etc.) (City Aftorney) St. Paul Mercury Insurance Curpany (Surety) By: a -- U John C. Beeson (Print Name) I Its: Attorney-in-Fact I I 8 1 Z ■JAMSPECS \02032A YK wpd 4-5 • SYfl Surety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc, Seaboard Surety Company Sc Paul Medical Liability Insurance Company Bond No. 4(X)SK1965 RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the "Act "). No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond, and is effective the date of the bond. You should know that, effective November 26, 2002, any losses covered by the attached bond that are caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Act. Under this . formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. Under the Act, there is a cap on our liability to pay for covered terrorism losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insureds and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is $0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY. TheStibill POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 20421 Power of Attorney No. Certificate No. 17 4 3 8 97 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint John C. Beeson, Charles F. Bugge and Cathryn N. Dail of the City of Seattle , State Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 7 April 2003 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 7 day of Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company SWiET Q .: f �0. E 6 q" s M � . .NSU q „d,'_ _pWrT(� �I.I YI. Y J 4 ( 0� S G 9 P � P . . .. q , y �� � "vJ�, �+ * . jY , . F % i i 00. PORAT f , i WF 1 p0. 96 G ,ki 1 927 g t1' ;.SEAU' . % I SEAL,.41 ' 1895 < $ 1977 _ , n 195 tED t PETER W CARMAN, Vice President O nn,, r e Xy/ Fh£N % '' s � �n NF 4 • State of Maryland . s ,�........ ��, f•.i Art) Ni j �� Q, • f ' 6 City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary 7 On this 7 d ay of April 2003 before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. FIuibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. 46-WA, �G�pEAS(E� P' l� /"� ru'ti"�. , o In Witness Whereof, I hereunto set my hand and official seal. w 1Og C S My Commission expires the 1st day of July, 2006. 4°'96 Cal `,9 REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2002 Printed in U.S.A. f • I This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul I i Fire and Maiiue Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, 1 • Fidelity and Guaranty insurance Company, and Fidelity and Guaranty insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the • Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and ' RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. 1, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paui Fire and Marine insurance Company, St. Paul Guardian insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty hnsurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. 1 IN TESTIMONY WHEREOF, l hereunto set my hand this 2nd day of ally , 2003 sioE7 ='c EIR E`6v�,,, N..�N ,.r ,.� � Q 1Y J ` e�� G ; . 4 �P .. x. ...9 i g...„..1 05Y44, V O�°'9,� j � ' / /. G . v/ g ` Z . f 6 6..„.,; pmt f ,0R00RAY....:1 � p -0 0 A dYCIXPoRATEO / Leyha ✓a / c Nr� ' tom - : 3 1 , _ z n- a °� � �J� $ T� +., Viz', od ° ° Hb `e .� t i� 'a . '' . c:, s • X i,�.- '�`*'.. AN7 Is T Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power ofAttorney, call 1- 800- 421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power ofAtforney number; the above -named individuals and the details of the bond to which the power is attached. J.i!_ -14 -2003 14:56 FROM:OHNO CONSTUCTION CO. 2 063248063 TO:15095766314 P:1/1 i SCHEDULE OF WORKING HOURS , In accordance with SECTION 1-08.0(2) HOURS OF WORK (APWA ONLY), the normal straight time workin hours for this project will be from 7:00 _ a.m. to 3 : 3 0 L . days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. 1 %. k) 5 0 �C r CO /,(/- f Contractor 0 IV r\o IG#ra 61,�!//u f� O�Wo cb si Signature o � U if i?E rt: ...., g''. .1i' k 3 N. / . D3 111, ..J tr/ / Z OC). 0� 4 1 i Date • IR 4 g _Is c.. 1 • . , &., 4 h m m A G : z;UAM6PECSIa2032A•YKwpd 4-6 1 - k' 1 ; DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT r'—s `It '''a, Engineering Division C.' i klitliii i 129 North Second Street Yakima, Washington 98901 a ,- (509) 575 -6111 • Fax 576 -6305 .fp �RRSGO .. K. Wendell Adams, City Engineer FACSIMILE TRANSMISSION COVER SHEET Number of pages (Including Cover Page) 5 July 9, 2003 FAX # 248 -9007 Marsh Advantage America 1430 No. 16th Avenue Yakima, WA 98902 Attention: Joel Pearson or Deb Krautwurm Re: Kiwanis Park Development, Phase 1, City Project Number 1924 Dear Mr. Pearson, Ms. Krautwurm Attached is the REVISED Certificate of Insurance information sent in by Beeson Company (Insurers) on behalf of Ohno Construction Company for the above referenced project. I did receive Mr. Pearson's FAX that the certificate was acceptable except the noted need for the appropriate wording of the additional insured endorsement. The attached REVISION reflects the requested changes. Please perform a final review of the attached documents and inform me of the acceptability. I would appreciate it if your response could be sent to me ASAP. Please fax your response to 576 -6314. If you have any questions, you can contact me at 575 -6228. Sincerely, ' .l� l— c Cpl, �,, Robert Des sellier, enior Engineer JUL -09 -2003 15:03 . , - MARSH YAKIMA 15092489007 P.01/01 Marrilh Advantage Amortea MARSH A Servior! of Sc:abury & Bmith, Inc. 1430 N. 16th AV8fIIe P.O. Box 2547 (999071 Yakima, WA 90902 600 672 9170 Fax www.mershadvantage. Fax To: Bob DegrocOIller From: Jost Pearson Date: July 09, 2003 Fax: 509 240 9007 Organization: City of Yakima Phone: 509 248 7450 pages: 1 Fax 570 6314 Phone: Subject: Project 1924 The revised certificate is acc.optablo. The imetamayi, contained In this facsimile mm39a9e jam Adanial, may Ca privibOWl, and le ImenOOd trttur use of tho IndiviArat or entity named Daum Ir you, the roadar of this meOaa9e, are ninths ImdrvleU recipient, the eg am, or employee rospo for dolHarino Hilt Ironamisston to the Intended roetplont, you or Our l oly prohilm,tad tam wlqi119, dyeaminalN9, dIelz8 drop, Or In onto uther way achy; any at the Information ComalncU I Utlo fao.imIlo meoavoo. MM[ Marsh & McLennan Companies MARSH Marsh Advantage America A Service of Seabury & Smith, Inc. 1430 N. 16th Avenue P.O. Box 2547 (98907) Yakima, WA 98902 800 572 9170 www.marshadvantage.com Fax To: Robert Degrosellier From: Joel Pearson Date: July 08, 2003 Fax: 509 248 9007 Organization: City of Yakima Phone: 509 248 7460 Fax: Pages: 1 Phone: Subject: Kiwanis Park Development Project 1924 The insurance carriers are admitted, with the exception of Lloyds. They are not going to be able to change carriers at this point with the difficult insurance market and I feel Lloyds is acceptable. Stop Gap is the same as Employers Liability, so they meet that requirement. They do need to add the additional wording to the additional insured endorsement as you indicated. _ sd „ - C l l 1 r ' : i''' a (' r Dr � � ( ? \0 �, t ;,1• t ✓ 1 The Information contained In this facsimile message Is confidential, may be privileged, am Is Intended for the use of the Individual or entity named above, If you, the reader of this message, are not the intended recipient, the agent, or employee responsible for delivering this transmission to the Intended recipient, you are expressly prohibited from copying, disseminating, distributing, or In eny other way using any of the Information contained In this facsimile message, Marsh a McLennan Companies Z0'd L00607E60ST dWINl3)l HSJUW 17:2T 200E- 80 -71f v SENT 9Y7 CITY OF YAKIMA; 509 576 6314; JUL-8-03 11:24AM; PAGE 2 CITY OF YAKIMA LIABILITY CERTIFICATE CHECKLIST FOR PUBLIC WORKS PROJECTS, (CITY CONTRACTS) Contractor: Ohno Construction Company Project: Kiwanis Park Improvement Project, City Project Number 1924 • .k.0 S.' 1. Carriers admitted in the State of Washington an A -VII or better in Best's Guide. - 2. Commercial General Liability on an occurrence basis subject to a ,� $1.000.000 limit per occurrence - `"� 3. Automobile includes - Any Auto" and is subject to a $1,000,000 limit. 4. Employers liability shown at a $1,000,000 limit per occurrence. &Jo ? ` G>.‘‘-' 5. Cit of Yakima their agents, employees, and elected a d a• •o' I led officials and ' N) v Huibregtse L.ouman 81 Associates no are wan additional insured. _As. %sue --s ?- _- ,'•f ,-7.1>.: ' rte. ,. j 6. Copy of additional insured endorsement include wruct is-s ned-bYt ,----• the agent. - _ _ 7. Per job aggregate endorsement shown, If not, is a $2,000,000 umbrella t j limit shown over $1,000,000 underlying? 8. Is the general liability policy subject to a deductible of $5,000 or less? ✓ If higher, approval Is required by the City. 9. Under cancellation section is "Endeavor to and "But failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives" crossed out and - initialed - LZ - .-- --��? Is 20 days or more notice of cancellation shown? • - - r f its N/A- Z0 ' d L0068VE69SI dW I)1W HSNHW TU : 2T Meei?- 80 -111r ACORD CERTIFICATE OF LIABILITY INSURANCE Date 7/9/03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BEESON COMPANY Record Number ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Affiliate of Bush, Cotton and Scott, LLC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO BOX 84187 SEATTLE, WA 98124 (206) 467 -5858 4733 ALTER THE COVERAGE AFFORED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED INSURER A Underwriter's at Lloyd's London - Crump Ohno Construction Company INSURER B North Pacific Insurance Company 9416 MLK Jr. Way S. INSURER C Royal Insurance Company - WWF INSURER D Seattle,WA 98118 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM /DD/YY) DATE (MM /DD/YY) A GENERAL LIABILITY Each Occurrence $1,000,000 jCommercia! General Liability CJ0352035 4/1/03 4/1/04 Fire Damage (Any one fire) $100,000 Claims Made X Occurr Medical Exp (Any one person $5,000 Owners, Cont. Prot. Personal Adv Injury $1,000,000 — X WASH STOP GAP General Aggregate $2,000,000 Gen'l Aggregate Limit Applies Per. Products - Comp /Op Agg $2,000,000 Policy ©Project _Loc B AUTOMOBILE LIABILITY C14 10 72 30 4/1/03 4/1/04 Combined Single Limit $1,000,000 I Any Auto (ea accident) Y Bodily Injury All Owned Autos (Per Person) X Schedule Autos (Pe il Accident) X Hired Autos Property Damage © Nonowned Autos (Per Accident) GARAGE LIABILITY Auto only - Ea Accident Any Auto Other Than Ea Acc Auto Only: Agg C EXCESS LIABILITY Each Occurrence $5,000,000 X Occur Claims Made P2HA208678 Q� 4/1/03 4/1/04 Aggregate $5,000,000 Deductible Rentention $ i ,� •,w E Workers Compensation and - • - rWC Statu- Oth- Employers' Liability Limits I er ' c E L. Each Accident i $0 .cr ' ` \O EL Disease - Ea Employee $0 G \l 111 E.L Disease - Policy Limit $0 D Other Description of operations /locations /vehicles /exclusions added by endorsement/special provisions The Certificate Holder is an additional insured per the attached CG 2010 11 85 endorsement as respects the job listed below. Kiwanis Park Development, Phase 1, City Project No. 1924 City of Yakima, their agents, employees & elected & appointed officials and Huibregtse Louman & Associates, Inc. are Additional Insureds This Certificate Replaces Certificate issued 7/2/03 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Yakima * DATE THEREOF, THE ISSUING INSURER WILL MAIL 30 DAYS WRITTEN 129 N. 2nd Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Yakima, WA 98901 Fax: 509- 576 -6314 JUL 1 1 2Q0 Attn: Bob Authorized - e:e -.tive /so r ACORD 25 -S (7/97) �`.rurm d� +w v ACORD CORPORATION 1988 Insured: Ohno Construction Company COMMERCIAL GENERAL LIABILITY Policy No.: CJ0352035 CG 20 10 11 85 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: SEE BELOW (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. City of Yakima 129 N. 2nd Street Yakima, WA 98901 City of Yakima, their agents, employees , elected & appointed officials Huibregtse Louman & Associates, Inc. CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984. Insured: Ohno Construction Company COMMERCIAL GENERAL LIABILITY Policy No.: CJ0352035 CG 25 03 11 85 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT - AGGREGATE LIMITS OF INSURANCE (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The General Aggregate Limit under LIMITS OF INSURANCE (SECTION III) applies separately to each of your projects away from premises owned by or rented to you. City of Yakima 129 N. 2nd Street Yakima, WA 98901 r/; C 4 /- .J` rized Signature CG 25 03 11 85 Copyright, Insurance Services Office, Inc., 1984. MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of 20 Notary Public in and for the State of Washington residing Z:\JAN \SPECS \02032A - YK.wpd 4 -9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS Z:WAN \SPECS \02032A- YK.wpd 5-1 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z:WAN \SPECS \02032A - YK.wpd 5-2 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 03 -05 -03 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24.98 1M 5D BOILERMAKERS JOURNEY LEVEL $42.02 1B 6R BRICK AND MARBLE MASONS JOURNEY LEVEL $32.37 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $29.20 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $36.62 1M 5D CARPENTER $28.94 1M 5D CREOSOTED MATERIAL $29.04 1M 5D DRYWALL APPLICATOR $28.94 1M 5D FLOOR FINISHER $29.07 1M 5D FLOOR LAYER $29.07 1M 5D FLOOR SANDER $29.07 1M 5D MILLWRIGHT $37.62 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $36.82 1M 5D SAWFILER $29.07 1M 5D SHINGLER $29.07 1M 5D STATIONARY POWER SAW OPERATOR $29.07 1M 5D STATIONARY WOODWORKING TOOLS $29.07 1M 5D CEMENT MASONS JOURNEY LEVEL $28.31 1N 5D DIVERS & TENDERS DIVER $78.52 1M 5D 8A DIVER TENDER $39.62 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $37.22 1B 5D 8L ASSISTANT MATE (DECKHAND) $36.78 1B 5D 8L BOATMEN $37.22 1B 5D 8L ENGINEER WELDER $37.27 1B 5D 8L LEVERMAN, HYDRAULIC $38.66 1B 5D 8L MAINTENANCE $36.78 1B 5D 8L MATES $37.22 1B 5D 8L OILER $36.88 18 5D 8L DRYWALL TAPERS JOURNEY LEVEL $26.03 1P 5A ELECTRICIANS - INSIDE JOURNEY LEVEL $39.24 1J 5Z ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $47.12 4A 5A CERTIFIED LINE WELDER $42.90 4A 5A GROUNDPERSON $30.59 4A 5A HEAD GROUNDPERSON $32.34 4A 5A HEAVY LINE EQUIPMENT OPERATOR $42.90 4A 5A JACKHAMMER OPERATOR $32.34 4A 5A JOURNEY LEVEL LINEPERSON $42.90 4A 5A LINE EQUIPMENT OPERATOR $36.21 4A 5A POLE SPRAYER $42.90 4A 5A POWDERPERSON $32.34 4A 5A Page 1 • YAKIMA COUNTY Effective 03 -05 -03 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS MECHANIC $46.46 4A 6Q MECHANIC IN CHARGE $51.14 4A 6Q LABORER $7.01 1 PRODUCTION WORKER $7.15 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $23.26 1M 5D GLAZIERS JOURNEY L EVEL $19.41 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $25.46 1M 5D INSULATION APPLICATORS - JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $38.52 1B 5A LABORERS - ALL CLASSIFICATIONS $18.12 1 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $7.63 1 LATHERS JOURNEY LEVEL $28.94 1M 5D PAINTERS JOURNEY LEVEL $20.05 1 • PLASTERERS JOURNEY LEVEL $37.48 1R 5A PLUMBERS & PIPEFITTERS JOURNEY LEVEL $42.44 10 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $35.14 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $37.60 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $38.04 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $38.54 1T 5D 8L BACKHOES, (75 HP & UNDER) $37.24 1T 5D 8L BACKHOES, (OVER 75 HP) $37.60 IT 5D 8L BARRIER MACHINE (ZIPPER) $37.60 •T 5D 8L BATCH PLANT OPERATOR, CONCRETE $37.60 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $37.24 1T 5D 8L BOBCAT $35.14 1T 5D 8L BROOMS $35.14 1T 5D 8L BUMP CUTTER $37.60 1T 5D 8L CABLEWAYS $38.04 1T 5D 8L CHIPPER $37.60 iT 50 8L COMPRESSORS $35.14 1T 50 8L CONCRETE FINISH MACHINE - LASER SCREED $35.14 1T 5D 8L CONCRETE PUMPS $37.24 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $37.60 1T 5D 8L CONVEYORS $37.24 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $37.24 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $37.60 IT 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $38.04 1T 5D 8L JIB WITH ATACHMENTS) Page 2 YAKIMA COUNTY Effective 03 -05 -03 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code csite Code CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $38.54 1T 5D 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $39.04 1T 5D 8L WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $35.14 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $37.24 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $39.54 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $37.60 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $38.04 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $38.54 1 T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $38.54 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $39.04 1T 5D 8L CRUSHERS $37.60 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $37.60 1T 5D 8L DERRICK, BUILDING $38.04 1T 5D 8L DOZERS, D -9 & UNDER $37.24 iT 5D 8L DRILL OILERS -AUGER TYPE, TRUCK OR CRANE MOUNT $37.24 1T 5D 8L DRILLING MACHINE $37.60 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $35.14 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $37.24 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $37.60 1 T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $37.24 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $35.14 1T 50 8L GRADE ENGINEER $37.24 1T 5D 8L GRADECHECKER AND STAKEMAN $35.14 1 T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $37.24 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $37.24 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $37.60 iT 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $35.14 IT 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $37.24 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $38.04 IT 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $38.54 IT 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $37.60 1 T 5D 8L LOCOMOTIVES, ALL $37.60 1T 5D 8L MECHANICS, ALL (WELDERS) $37.60 IT 5D 8L MIXERS, ASPHALT PLANT $37.60 1 T 5D 8L MOTOR PATROL GRADER (FINISHING) $37.60 1 T 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $37.24 IT 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $38.04 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $35.14 1 T 5D 8L OPERATOR PAVEMENT BREAKER $35.14 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $37.60 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $37.24 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $35.14 IT 5D 8L POWER PLANT $35.14 1T 5D 8L PUMPS, WATER $35.14 IT 5D 8L QUAD 9, D -10, AND HD-41 $38.04 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $38.04 1T 5D 8L EQUIP RIGGER AND BELLMAN $35.14 1T 5D 8L ROLLAGON $38.04 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $35.14 1 T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $37.24 1T 5D 8L - ROTO -MILL, ROTO- GRINDER $37.60 1T 5D 8L SAWS, CONCRETE $37.24 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $37.60 1 T 5D 8L Page 3 YAKIMA COUNTY Effective 03 -05 -03 * * * * * * * * ** ark***************** k**************** ** ****** * * * ** **** **, k I . ***** ****** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code ode OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED. HARD TAIL END DUMP, ARTICULATING $38.04 1T 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $37.24 1T 5D 8L SCREED MAN $37.60 1T 5D 8L SHOTCRETE GUNITE $35.14 1T 5D 8L SLIPFORM PAVERS $38.04 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $37.60 1T 5D 8L SUBGRADE TRIMMER $37.60 1T 5D 8L TRACTORS, (75 HP & UNDER) $37.24 1T 5D 8L TRACTORS, (OVER 75 HP) $37.60 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $37.60 IT 5D 8L I KANJNOi< I tKJ, ALL I RACK OR TRUCK TI PE $38.04 IT 5D 8L • • TRENCHING MACHINES $37.24 IT 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $37.24 1T 5D 8L TRUCK CRANE OILER /DRIVER (100 TON & OVER) $37.60 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $35.14 1T 5D 8L YO YO PAY DOZER $37.60 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS • JOURNEY LEVEL IN CHARGE $31.05 4A 5A SPRAY PERSON $29.39 4A 5A TREE EQUIPMENT OPERATOR $29.79 4A 5A TREE TRIMMER $27.60 4A 5A TREE TRIMMER GROUNDPERSON $20.28 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $42.44 1Q 5A ROOFERS JOURNEY LEVEL $26.37 1B 51 USING IRRITABLE BITUMINOUS MATERIALS $29.37 18 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $35.76 1B 5A SOFT FLOOR LAYERS JOURNEY LEVEL $20.97 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.01 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $33.60 1R 51 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE • CABLE SPLICER $25.42 2B 5A HOLE DIGGER /GROUND PERSON $13.51 2B 5A INSTALLER (REPAIRER) $24.31 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $23.53 2B 5A SPECIAL APPARATUS INSTALLER I $25.42 2B 5A SPECIAL APPARATUS INSTALLER 11 $24.67 28 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $25.42 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $23.53 2B 5A TELEVISION GROUND PERSON $12.73 2B 5A TELEVISION LINEPERSON /INSTALLER $17.47 2B 5A TELEVISION SYSTEM TECHNICIAN $21.10 2B 5A TELEVISION TECHNICIAN $18.82 2B 5A TREE TRIMMER $23.53 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $24.86 2M 5A Page 4 YAKIMA COUNTY Effective 03-05 -03 ** ** ***Irle*irk **« „ ,eirk * * ***** *mot * * * ** * * * **,k,w,rk.r, (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TILE, MARBLE & TERRAZZO FINISHERS FINISHER $20.56 4A 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $28.97 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $27.91 2G 61 DUMP TRUCK & TRAILER $27.91 2G 61 OTHER TRUCKS $27.91 2G 61 TRANSIT MIXER $27.91 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER • $17.68 1 Page 5 • BENEFIT CODE KEY - EFFECTIVE 03 -05 -03 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF • TIMES THE HOURLY RATE OF WAGE. • B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. :rt • BENEFIT CODE KEY - EFFECTIVE 03 -05-03 _2_ S. ALL HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF 12:00AM SUNDAY AND 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. • T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF . WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO • THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03 -05 -03 -3- HOLIDAY CODES A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY. THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AI.1 ER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). • D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). BENEFIT CODE KEY - EFFECTIVE 03 -05-03 -4- - 6. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND • CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY: PRESIDENTS' DAY. R. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8). S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY Al. IER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE • • CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, • LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, • AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET , OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, T EVET R: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. SECTION 6 - TECHNICAL SPECIFICATIONS Z: \JAN \SPECS \02032A - YK.wpd 6 -1 May 16, 2003 STANDARD SPECIFICATIONS The 2002 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1 -99) of the 2002 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. See also Section 01080 - Applicable Codes and Standards. Z: \JAN \SPECS \02032A - YK.wpd 6 -2 May 16, 2003 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIFICATION INDEX FOR KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Project No. 02032A CONTENTS PAGE NO. WORK SUMMARY 6 -7 1 -01 DEFINITIONS AND TERMS 6-8 1 -02 BID PROCEDURES AND CONDITIONS 6-8 1 -03 AWARD AND EXECUTION OF CONTRACT 6 -14 1 -04 SCOPE OF THE WORK 6 -14 1 -05 CONTROL OF WORK 6 -15 1 -06 CONTROL OF MATERIALS 6 -18 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6 -18 1 -08 PROSECUTION AND PROGRESS 6 -21 1 -09 MEASUREMENT AND PAYMENT 6 -23 SUPPLEMENTAL CONDITIONS DIVISION 1 - GENERAL SECTION 01010 - SUMMARY OF WORK/PROJECT CONTROLS 01010 -1 SECTION 01027 - APPLICATIONS FOR PAYMENT 01027 -1 SECTION 01030 - ALTERNATES 01030 -1 SECTION 01035 - MODIFICATION PROCEDURES 01035 -1 SECTION 01040 - COORDINATION 01040 -1 SECTION 01050 - FIELD ENGINEERING 01050 -1 SECTION 01080 - APPLICABLE CODES 01080 -1 SECTION 01090 - DEFINITIONS AND STANDARDS 01090 -1 SECTION 01200 - PROJECT MEETINGS 01200 -1 SECTION 01300 - SUBMITTALS 01300 -1 SECTION 01400 - QUALITY CONTROL SERVICES 01400 -1 SECTION 01500 - TEMPORARY FACILITIES 01500 -1 SECTION 01600 - PRODUCTS AND SUBSTITUTIONS 01600 -1 SECTION 01700 - PROJECT CLOSEOUT 01700 -1 SECTION 01740 - WARRANTIES & BONDS 01740 -1 DIVISION 2 - SITE WORK SECTION 02000 - PUBLIC STREET IMPROVEMENTS 02000 -1 SECTION 02060 - SITE DEMOLITION 02060 -1 SECTION 02110 - SITE CLEARING 02110 -1 SECTION 02205 - SOIL MATERIALS 02205 -1 SECTION 02207 - AGGREGATE MATERIALS 02207 -1 SECTION 02222 - EXCAVATING 02222 -1 SECTION 02223 - BACKFILLING 02223 -1 SECTION 02225 - TRENCH EXCAVATION AND BACKFILL 02225 -1 SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING 02520 -1 SECTION 02530 - ATHLETIC FIELD SURFACING 02530 -1 Z: \JAN \SPECS \02032A - YK.wpd 6 -3 May 16, 2003 SECTION 02700 - STORM DRAINAGE 02700-1 SECTION 02800 - SITE iMPROVEMENTS 02800-1 SECTION 02810 - IRRIGATION 02810'1 SECTION 02900 - LANDSCAPING/PLANTING 02800'1 DIVISION 3- CONCRETE SECTION 03300 - CONCRETE WORK 03300'1 DIVISION 4-MASONRY SECTION 04200 - MASONRY UNITS 04200'1 DIVISION 5-METALS SECTION 0512O' STRUCTURAL STEEL �� � — 06120-1 SECTION 05220 - STEEL JOISTS AND JOIST GIRDERS 05220-1 8ErT|ON O531O'1 SECTION 05500 - METAL FABRICATIONS . . . . . . . . . . . . . . 05500-1 SECTION 05580 - SHEET METAL FABRICATIONS 05580-1 DIVISION 6- WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY 06100'1 SECTION 06192- PREFABRICATED METAL-PLATE-CONNECTED WOOD TRUSSES 06182-1 DIVISION 7- THERMAL AND MOISTURE PROTECTION SECTION 07160 - BITUMINOUS DAMPPROOFING 07160'1 SECTION 07180 - WATER REPELLENTS 07180'1 SECTION 07210 - BUILDING INSULATION 07210'1 SECTION 07410 - PREFORMED ROOFING AND SIDING 07410'1 SECTION 07530 - SINGLE PLY MEMBRANE ROOFING 07530'1 SECTION 07620 - FLASHING AND SHEET METAL 07620'1 SECTION 07901 - JOINT SEALANTS 07901'1 SECTION 07905 - PAVING JOINT SEALANTS 07906'1 DIVISION 8- DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES 08110-1 SECTION 08331 - OVERHEAD COILING DOORS 08331'1 SECTION 08710 - DOOR HARDWARE 08710'1 SECTION 08950 - FIBERGLASS SANDWICH PANEL SKYLIGHTS 08850'1 . DIVISION 9-FINISHES SECTION 09255 - GYPSUM WALLBOARD 09256'1 SECTION 09300 - CERAMIC TILE 08300'1 SECTION 09665 - RESILIENT BASE 09665-1 SECTION 09900 - PAINTING 09900'1 ZA]AN\8PECS\02032A,YK.wpd 6-4 May 16, 2003 DIVISION 10 - SPECIALTIES SECTION 10155 - TOILET COMPARTMENTS 10155 -1 SECTION 10350 - FLAGPOLES 10350 -1 SECTION 10416 - DIRECTORIES & BULLETIN BOARDS 10416 -1 SECTION 10425 - SIGNS 10425 -1 SECTION 10522 - FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES 10522 -1 SECTION 10800 - TOILET ACCESSORIES 10800 -1 DIVISION 12 - FURNISHINGS SECTION 12370 - INTERIOR ARCHITECTURAL CASEWORK 12370 -1 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 13126 - SPORTS FIELD LIGHTING 13126 -1 DIVISION 15 - MECHANICAL SECTION 15000 - GENERAL 15000 -1 SECTION 15050 - BASIC MATERIALS AND METHODS 15050 -1 SECTION 15051 - EXCAVATION AND BACKFILL 15051 -1 SECTION 15060 - PIPE AND PIPE FITTINGS 15060 -1 SECTION 15090 - SUPPORTS, CURBS, SEALS, AND FLASHINGS 15090 -1 SECTION 15162 - FLEXIBLE DUCT CONNECTIONS 15162 -1 SECTION 15181 - DOMESTIC HOT & COLD WATER PIPING INSULATION 15181 -1 SECTION 15182 - RAINWATER LEADERS AND ROOF DRAIN INSULATION 15182 -1 SECTION 15190 - DUCT INSULATION 15190 -1 SECTION 15400 - PLUMBING 15400 -1 SECTION 15401 - HOT AND COLD WATER SYSTEMS 15401 -1 SECTION 15403 - SOIL, WASTE, AND VENT PIPING SYSTEMS 15403 -1 SECTION 15420 - PLUMBING SPECIALTIES 15420 -1 SECTION 15421 - FLOOR DRAINS 15421 -1 SECTION 15422 - ROOF DRAINS (CAST IRON) 15422 -1 SECTION 15424 - FLOOR SINKS 15424 -1 SECTION 15425 - NON - FREEZE HYDRANTS 15425 -1 SECTION 15427 - BACKFLOW PREVENTERS 15427 -1 SECTION 15429 - BLENDING VALVES 15429 -1 SECTION 15430 - DOMESTIC ELECTRIC WATER HEATERS 15430 -1 SECTION 15450 - PLUMBING FIXTURES AND TRIM 15450 -1 SECTION 15452 - SECURITY FIXTURES AND DEVICES 15452 -1 SECTION 15460 - EQUIPMENT INSTALLED ONLY 15460 -1 SECTION 15751 - PACKAGED ROOFTOP AIR CONDITIONING UNITS 15751 -1 SECTION 15801 - SHEET METAL DUCTWORK 15801 -1 SECTION 15805 - FLEXIBLE DUCT 15805 -1 SECTION 15810 - DUCTWORK ACCESSORIES 15810 -1 SECTION 15820 - FANS 15820 -1 SECTION 15840 - AIR OUTLETS AND INLETS 15840 -1 SECTION 15990 - HVAC SYSTEM, TESTING, ADJUSTING, AND BALANCING 15990 -1 Z: \JAN \SPECS \02032A - YK.wpd 6 -5 May 16, 2003 DIVISION 16 - ELECTRICAL SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS 160104 SECTION 16050- BASIC ELECTRICAL MATERIALS AND METHODS 16050-1 SECTION 16060 - GROUNDING 16060'1 SECTION 16120 - CONDUCTORS AND CABLES 16120'1 SECTION 16130 - RACEWAYS AND BOXES 18130-1 SECTION 16140 - WIRING DEVICES 16040-1 SECTION 16210 - ELECTRICAL UTILITY SERVICES 16210'1 SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS 16410-1 SECTION 16440 - PANELBOARDS 16440-1 SECTION 16460 - DRY TYPE TRANSFORMERS 16460'1 SECTION 16510 - INTERIOR LIGHTING 16510'1 SECTION 16520- EXTERIOR LIGHTING 16520'1 Z)JAN\3PEOS\02032A-YM.wpd 6-6 May 16, 2003 SPECIAL PROVISIONS FOR CITY OF YAKIMA KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Project No. 02032A WORK SUMMARY The work includes, but is not necessarily limited to, making the following improvements to the City of Yakima Kiwanis Park: Two (2) new softball fields with lighting and vinyl fencing. Work includes site clearing, earthwork, site grading, landscaping (lawn and trees), athletic field surfacing, covered dugouts, bat racks, bleachers, underground irrigation system, and site electrical improvements. New 1,526 SF concession /restroom building and tournament office building with concrete masonry unit construction, wood truss roof framing, and metal roofing. Work includes stainless steel restroom fixtures, cabinets, casework, and sinks in the concession area, ventilation, lighting and electrical system. The concession area equipment will not be furnished under this Contract. New lighted, gravel north parking lot. New asphalt paved plaza area with miscellaneous concrete paving and storm drainage facilities. Off -site street improvements include new cement concrete curb, gutter and sidewalk with asphalt widening to South 13 Street and Beech Street. Work includes excavation, aggregate material, asphalt paving, storm drainage facilities, and street lights. Additive alternates include: picnic shelter, asphalt paving with storm drainage for the north parking lot, and full concrete paved plaza area, tile in restrooms, additional new ballfield No. 3 with additional asphalt or concrete plaza, and additional south gravel or paved parking lot with storm drainage. These alternates may be added to the Contract after bid opening. The Contractor shall coordinate all construction activities with ongoing operation of the Kiwanis Park facility. See also Section 01010 - Summary of Work/Project Controls. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washing- ton State Chapter of the American Public Works Association dated 2002, referenced codes and organiza- tions, and these Special Provisions. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2002. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2002 WSDOT /AP- WA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2002 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. Z: \JAN \SPECS \02032A - YK.wpd 6 -7 May 16, 2003 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 " T ter "Contracting n...o......,"" and "Owner" er are interchangeable. The terms I�VIILIal.lillyrllJ.Gllliy and VVVIIC� aici�nci�iiai� Engineer: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Engineer's Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2002 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Special Provisions: The Special Provisions supersede any conflicting provisions of the 2002 Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part of this Contract. Supplemental Conditions: The Supplemental Conditions modify or add to the Standard Specifications and Special Provisions. Where any part of the Standard Specifications or Special Provisions is modified by these articles, the unaltered provisions of that Section shall remain in effect. Working Drawings: Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describing salient features, performance curves, or samples of fabricated and manufactured items (including mechanical and electrical equip- ment) required for the construction project. See also Section 01090 - Definitions and Standards. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: A pre -bid conference will be held at the City of Yakima, at the date and time stated in the "Advertisement for Bids." Z:\JAN \SPECS \02032A - YK.wpd 6 -8 May 16, 2003 1- 02.4(2) SUBSURFACE INFORMATION Add the following: The Contracting Agency has performed a subsurface investigation of the project site. The investigation was performed by GN Northern, Inc., of Yakima, Washington, and the results are reported in the "Report of Geotechnical Investigation, City of Yakima Proposed Kiwanis Park Improvements, Yakima, Washington," GN Northern Report No. 202- 309.RPT, dated August 2002. The report is provided in Appendix B. This information is provided for information only. The Contractor is directed to make his own determination of the nature of the soils on the site and its effect on his operations. 1 -02.9 DELIVERY OF PROPOSAL Add the following: Sealed bids will be received at the following location before the specified time: Office of the Contracting Agency, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.13 IRREGULAR PROPOSALS Delete Item 1.a. of SECTION 1 -02.13 of the Standard Specifications. 1 -02.15 PRE -AWARD INFORMATION This section is supplemented with the following: The City will request the following documentation regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce utilization in the performance of this project: 7. Identify the MBEs and WBEs used to fulfill the City's WMBE goal of 10 %. 8. Identify the subcontractors with the percentage of work they will do. 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. 10. Furnish an Affirmative Action profile, by ethnic category, on the low bidder's employees proposed to be utilized to do the Contract work. The above voluntary information will be requested by the City of the low bidder. The City will provide the four (4) page form, a copy of which immediately follows this Special Provision Section 1 -02. Z: \JAN \SPECS \02032A - YK.wpd 6 -9 May 16, 2003 1 of 4 MBE/WBE FORM - 5/95 Date: To: City of Yakima, Engineering Division 129 No. 2nd Street Yakima, WA 98901 Attn: Mr. K. Wendell Adams, PE, City Engineer Re: KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 We submitting the following inf and do re n o and Minrity nd Women Work Force vc are JU i fll i VlI66 16�t11c V � information and .. . J . .... ... .. � .,. Utilization and Women and Minority Business Enterprises prior to award of the above contract as required under Section 1- 02.15, Pre -Award Information of the Special Provisions. 7. A. Identify the MBE's or WBE's used to fulfill the City's WMBE goal of 10 %. Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (VYithout sales tax): . % Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . % Total percent of MBE/WBE bid items in project (without sales tax): % Z: \JAN \SPECS \02032A- YK.wpd 6 -10 May 16, 2003 2 of 4 MBE/WBE FORM - 5/95 (If total percent of MBE/WBE bid items in project are not at or above the City's goal of 10 %, provide the information and documentation required in section 7. B.) 7. B. Identify the MBE's or WBE's contacted for subcontractor work: 7. B. 1. Name of MBE/WBE Certification No. Contact Person: Phone Number: Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 2. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 3. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO Z: \JAN \SPECS \02032A - YK.wpd 6 -11 May 16, 2003 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding IVIBE%VV BE contact is attached: TES NO 8. Identify the subcontractors with the percentage of work they will do. Subcontractor Name Percent of Work Z: \JAN \SPECS \02032A - YK.wpd 6 -12 May 16, 2003 4 of 4 MBE/WBE FORM - 5/95 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White 10. Furnish an Affirmative Action profile, by ethnic category, on the bidder's employees proposed to be utilized to do the contract work. Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White (Contractor) By: Z: \JAN \SPECS \02032A - YK.wpd 6 -13 May 16, 2003 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 CONSIDERATION OF BIDS See also Section 01030 - Alternates. 1 -03.3 EXECUTION OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency - prepared Contract, an insurance certification as required by SECTION 1 - 07.18, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return the required documents within the allotted time shall be considered as non - responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1 -03.5. 1 -03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of one year from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Contract Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship p provided o r performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -04 SCOPE OF THE WORK 1- 04.1(2) BID ITEMS INCLUDED IN THE PROPOSAL Replace with the following: The Contractor shall provide all labor, materials, equipment, tools, transportation, supplies, and incidentals required to complete all work included in this Contract. The Contractor shall make all measurements, perform take -off, perform analysis, estimate costs, and allocate costs as he determines proper to provide a complete, reasonable, and responsive Bid that includes all required work. See also Section 01040 - Coordination. 1 -04.2 COORDINATION OF CONTRACT DOCUMENTS, PLANS, SPECIAL PROVISIONS, SPECIFICA- TIONS, AND ADDENDA Revise the order of precedence in paragraph two as follows: 1. Addenda, 2. Special Provisions, 3. (:nntrart Plang 4. Standard Specifications, 5, Supplemental Conditions, 6. Standard Plans. Z: \JAN \SPECS \02032A - YK.wpd 6-14 May 16, 2003 1 -04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. An agreed lump sum. b. The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: The Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. When determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. See also Section 01035 - Modification Procedures. 1 -04.11 FINAL CLEANUP Add the following: Partial cleanup shall be done by the Contractor when he /she feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. See also Section 01700 - Project Closeout. 1 -05 CONTROL OF WORK 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will Z: \JAN \SPECS \02032A - YK.wpd 6 -15 May 16, 2003 constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. See also Section 01040 - Coordination. 1 -05.3 PLANS AND WORKING DRAWINGS Replace the second, third, and fourth paragraphs of SECTION 1 - 05.3 of the Standard Specifications with the following: The Contractor shall submit Shop Drawings, samples, test reports, and other required submittals in accordance with Section 01300 of the Supplemental General Conditions. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES See also Section 01050 - Field Engineering. 1- 05.5(4) SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the APWA Supplement: • The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. in the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1 -05.10 GUARANTEES See also Section 01740 - Warranties and Bonds. 1 -05.16 WATER AND POWER (APWA ONLY) Add the following: Water for site work, embankments, road, and pipe trenches shall be furnished and applied in accor- dance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: • Water Supply: Water for use on the project shall be furnished by the Contracting Agency, and the Contractor shall convey the water from the source at his own expense. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in II the various bid items of the proposal. 1 -05.18 TESTING (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall be responsible for scheduling and paying for all material testing required by these Contract Documents. All testing services shall be performed by an independent, certified testing firm and /or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and Z: \JAN \SPECS \02032A - YK.wpd 6 -16 May 16, 2003 approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with the Specifications. Trench Backfill Copies of moisture - density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of mainline pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot, and 3 -foot depths below finish grade. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required trench backfill densities. All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Roadway and Site Embankment Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway embankment. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Roadway embankment compaction shall be as specified in SECTION 2- 03.3(14). Roadway Subgrade Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of subgrade. The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Copies of the moisture density curves for each type of material incorporated into the project and copies of all test results shall be provided to the Engineer as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Z: \JAN \SPECS \02032A - YK.wpd 6 -17 May 16, 2003 The Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04.3(5). Cement Concrete Curb, Gutter, and Sidewalk A copy of the cement concrete design mix or certification from the concrete supplier that the concrete provided has been prepared to the strength requirement as specified elsewhere in these Specifications. Concrete strength cylinders shall be taken and tested each day, and every fourth truck load of concrete delivered to the job. All testing procedures shall be conducted in accordance with applicable Sections of Division 6 -02 of the Standard Specifications. Copies of all test results shall be provided to the Engineer as construction progresses. Asphalt Paving Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of asphalt concrete pavement. T t additional l t be performed a t ♦ t ' Contractor's expense, if The IC EI IgI11CCl may Ieq UCJ i I adUlUVnal lCJlb be at the VVI I QLtV� a cXpei ise, i� test t results do not meet the required subgrade densities. Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. See also Section 01400 - Quality Control Services. 1 -06 CONTROL OF MATERIALS 1 -06.2 ACCEPTANCE OF MATERIALS See also Section 01600 - Products and Substitutes. 1- 06.2(1) SAMPLES AND TESTS FOR ACCEPTANCE See also Section 01300 - Submittals. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC i -07. i LAWS TO BE. OBSERVED Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, enrf any anentc nffirerc anri emnlnyeec) and the (vnntrartinn Anenry (inr.liidinn nnv agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. Z: \JAN \SPECS \02032A - YK.wpd 6 -18 May 16, 2003 See also Section 01500 - Temporary Facilities. 1- 07.9(5)A REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1 -07.17 UTILITIES AND SIMILAR FACILITIES (APWA ONLY) Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening. The Contractor shall call the Utility Location Request Center (One Call Center), for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1- 800- 424 -5555. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Qwest 8 West 2n Avenue, Room 304, Yakima WA 98902 509 - 575 -7183 Charter Cable TV 1005 North 16 Avenue, Yakima, WA 98902 509 - 575 -1697 City of Yakima Water Division 2301 Fruitvalve Blvd. Yakima, WA 98902 509 - 575 -6154 City of Yakima Wastewater Division 2220 East Viola, Yakima, WA 98901 509 - 575 -6077 Cascade Natural Gas Corporation 401 North 1' Street, Yakima, WA 98901 509 - 457 -5905 Pacific Power PO Box 1729, Yakima, WA 98907 509 - 575 -3146 Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) The first paragraph of Section 1 -07.18 is supplemented with the following: 4. Builder's Risk Insurance providing Broad Perils (All Risk) coverage upon any work at the site, to the full insurable value thereof. This insurance shall include the Contractor, its subcontractors of every tier, and the State of Washington as named insured on the policy. Coverage shall be included for all materials and supplies to be incorporated into the work at the jobsite, while in transit to the jobsite, or while stored away from the jobsite. Z: \JAN \SPECS \02032A - YK.wpd 6 -19 May 16, 2003 The seventh paragraph is revised as follows: Change "45 days" to "20 days." Revise the eighth paragraph by adding the following to the end of the first sentence: " , the City of Yakima, its employees, agents, and elected or appointed officials, and Huibregtse, Louman Associates, Inc." Revise the tenth paragraph to read: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. COVERAGES AND LIMITS Supplement this section with the following: All coverages combined single limit shall be $1,000,000 per occurrence. The commercial general liabi liability policy.. dll contain a "per job aggregate" endorsement. If this eis not provided lity policy vvin contain nci�i � a p.ic� job ue�s�� cs,. case c� +sev� ma...� uv +. +. ......, endorsement ....,.,..,............., .. ., . �.,. ... .. .....,. , an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. A commercial general liability deductible of $5,000 or less is acceptable. The Contractor will be responsible for the payment of that deductible for any losses which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. EVIDENCE OF INSURANCE (APWA ONLY) The section is revised to read: The Contractor shall provide evidence of insurance by the following method: 1. A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements. 2. The wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 20 days, to the City of Yakima. 3. Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS: The fV Yakima, agents, and elected or appointed officials, and 1 he lolly of 1 sail Iia, ll IGII a IIA, employees IpIV al IU elected vl ci L lviii tcu and Huibregtse, Louman Associates, Inc., are additional insureds for the KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1. 4. Contain the appropriate amount and types of coverages that are specified by the Contract. Z: \JAN \SPECS \02032A - YK.wpd 6 -20 May 16, 2003 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to the park and all operating components at all times. Add the following to the sixth paragraph: 7. Open trenches shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1 -07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the respon- sibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property adjacent to the project site or site access road, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1- 08.1(3) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall be executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time Z: \JAN \SPECS \02032A - YK.wpd 6 -21 May 16, 2003 the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.1(4). 1- 08.1(4) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.1(3) HOURS OF WORK, such work y overtime O.. Resident Engineer will b pr present, shall be considered as ovel llri le work. On all overtime �e Lvvr k a Re$iu`v�i i� will uc. f ,� eSe , and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work including travel time. Th Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Project Overview Bar Chart, using a bar graph format, as described in SECTION 01300. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and redrawn with each application for payment or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Delete the next to the last sentence of the second paragraph. See also Section 01300 - Submittals. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. Z: \JAN \SPECS \02032A - YK.wpd 6 -22 May 16, 2003 The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of the Standard Specifications. 1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following: One Hundred Twenty (120) working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of all Contract work. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. See also Section 01700 - Project Closeout. 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If the Contract work is not completed within the times specified in SECTION 1 -08.5, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State Treasurer, Department of Transportation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1- 09.9(1) PROGRESS PAYMENTS (APWA ONLY) Add the following: The estimate cutoff date discussed above shall be the last working day of each month, unless otherwise agreed to by the Contractor and Engineer. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Z: \JAN \SPECS \02032A - YK.wpd 6 -23 May 16, 2003 Agency for action at the first available meeting of the governing body that payment be made. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. See also Section 01027 - Application for Payment. 1- 09.9(2) RETAINAGE (APWA ONLY) Add the following to the fourth paragraph: 4. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 5. Releases have been obtained from the State Department of Labor and Industries, the State of Washington Employment Security Department, and all other departments and agencies having jurisdiction over the activities of the Contractor. 1- 09.9(3) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS ( INT V) Change Item 5 of the first paragraph as follows: 5. For overtime work performed by Contracting Agency personnel or its representatives, per SECTION 1- 08.1(4). Add the following paragraph: When the conditions 1 -9 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(2) TRAFFIC CONTROL PLANS Add the following: • No roadway can be closed without approval of the City of Yakima. The Contractor will be required to submit a detour signing plan for approval for any anticipated road closure(s). All costs incurred b th C for revising, rirafting, and submitting the Traffic Control Plan, including any revisions required by the City after review, shall be included in the contract price. 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1 - 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: Z: \JAN \SPECS \02032A - YK.wpd 6 -24 May 16, 2003 All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City or County, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and Z: \JAN \SPECS \02032A - YK.wpd 6 -25 May 16, 2003 SUPPLEMENTAL CONDITIONS Z: \JAN \SPECS \02032A - YK.wpd May 16, 2003 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SUPPLEMENTAL CONDITIONS INDEX FOR KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Project No. 02032A CONTENTS PAGE NO. DIVISION 1 - GENERAL SECTION 01010 - SUMMARY OF WORK/PROJECT CONTROLS 01010 -1 SECTION 01027 - APPLICATIONS FOR PAYMENT 01027 -1 SECTION 01030 - ALTERNATES 01030 -1 SECTION 01035 - MODIFICATION PROCEDURES 01035 -1 SECTION 01040 - COORDINATION 01040 -1 SECTION 01050 - FIELD ENGINEERING 01050 -1 SECTION 01080 - APPLICABLE CODES 01080 -1 SECTION 01090 - DEFINITIONS AND STANDARDS 01090 -1 SECTION 01200 - PROJECT MEETINGS 01200 -1 SECTION 01300 - SUBMITTALS 01300 -1 SECTION 01400 - QUALITY CONTROL SERVICES 01400 -1 SECTION 01500 - TEMPORARY FACILITIES 01500 -1 SECTION 01600 - PRODUCTS AND SUBSTITUTIONS 01600 -1 SECTION 01700 - PROJECT CLOSEOUT 01700 -1 SECTION 01740 - WARRANTIES & BONDS 01740 -1 DIVISION 2 - SITE WORK SECTION 02000 - PUBLIC STREET IMPROVEMENTS 02000 -1 SECTION 02060 - SITE DEMOLITION 02060 -1 SECTION 02110 - SITE CLEARING 02110 -1 SECTION 02205 - SOIL MATERIALS 02205 -1 SECTION 02207 - AGGREGATE MATERIALS 02207 -1 SECTION 02222 - EXCAVATING 02222 -1 SECTION 02223 - BACKFILLING 02223 -1 SECTION 02225 - TRENCH EXCAVATION AND BACKFILL 02225 -1 SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING 02520 -1 SECTION 02530 - ATHLETIC FIELD SURFACING 02530 -1 SECTION 02700 - STORM DRAINAGE 02700 -1 SECTION 02800 - SITE IMPROVEMENTS 02800 -1 SECTION 02810 - IRRIGATION 02810 -1 SECTION 02900 - LANDSCAPING /PLANTING 02900 -1 DIVISION 3 - CONCRETE SECTION 03300 - CONCRETE WORK 03300 -1 DIVISION 4 - MASONRY SECTION 04200 - MASONRY UNITS 04200 -1 Z: \JAN \SPECS \02032A - YK.wpd May 16, 2003 DIVISION 5 - METALS SECTION 05120 - STRUCTURAL STEEL 05120 -1 SECTION 05220 - STEEL JOISTS AND JOIST GIRDERS 05220 -1 SECTION 05310 - METAL DECKING 05310 -1 SECTION 05500 - METAL FABRICATIONS 05500 -1 SECTION 05580 - SHEET METAL FABRICATIONS 05580 -1 DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY 06100 -1 SECTION 06192 - PREFABRICATED METAL - PL ATE - CONNECTED WOOD TRUSSES 06192 - 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07160 - BITUMINOUS DAMPPROOFING 07160 -1 SECTION 07180 - WATER REPELLENTS 07180 -1 SECTION 07210 - BUILDING INSULATION 07210 -1 SECTION 07410 - PREFORMED ROOFING AND SIDING 07410 -1 SECTION 07530 - SINGLE PLY MEMBRANE ROOFING 07530 -1 SECTION 07620 - FLASHII`M G AND SHEET META ........... 07620-1 SECTION 07901 - JOINT SEALANTS 07901 -1 SECTION 07905 - PAVING JOINT SEALANTS 07905-1 DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES 08110 -1 SECTION 08331 - OVERHEAD COILING DOORS 08331 -1 SECTION 08710 - DOOR HARDWARE 08710 -1 SECTION 08950 - FIBERGLASS SANDWICH PANEL SKYLIGHTS 08950 -1 DIVISION 9 - FINISHES SECTION 09255 - GYPSUM WALLBOARD 09255 -1 SECTION 09300 - CERAMIC TILE 09300 -1 SECTION 09665 - RESILIENT BASE 09665 -1 SECTION 09900 - PAINTING 09900 -1 DIVISION 10 - SPECIALTIES SECTION 10155 - TOILET COMPARTMENTS 10155 -1 SECTION 10350 - FLAGPOLES 10350 -1 SECTION 10416 - DIRECTORIES & BULLETIN BOARDS 10416 -1 SECTION 10425 - SIGNS 10425 -1 SECTION 10522 - FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES 10522 -1 SECTION 10800 - TOILET ACCESSORIES 10800 -1 DIVISION 12 - FURNISHINGS SECTION 12370 - INTERIOR ARCHITECTURAL CASEWORK 12370 -1 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 131 26 - SPORTS FIEL LIGHTING 13126 -1 Z: \JAN \SPECS \02032A - YK.wpd May 16, 2003 DIVISION 15 - MECHANICAL SECTION 15000 - GENERAL 15000 -1 SECTION 15050 - BASIC MATERIALS AND METHODS 15050 -1 SECTION 15051 - EXCAVATION AND BACKFILL 15051 -1 SECTION 15060 - PIPE AND PIPE FITTINGS 15060 -1 SECTION 15090 - SUPPORTS, CURBS, SEALS, AND FLASHINGS 15090 -1 SECTION 15162 - FLEXIBLE DUCT CONNECTIONS 15162 -1 SECTION 15181 - DOMESTIC HOT & COLD WATER PIPING INSULATION 15181 -1 SECTION 15182 - RAINWATER LEADERS AND ROOF DRAIN INSULATION 15182 -1 SECTION 15190 - DUCT INSULATION 15190 -1 SECTION 15400 - PLUMBING 15400 -1 SECTION 15401 - HOT AND COLD WATER SYSTEMS 15401 -1 SECTION 15403 - SOIL, WASTE, AND VENT PIPING SYSTEMS 15403 -1 SECTION 15420 - PLUMBING SPECIALTIES 15420 -1 SECTION 15421 - FLOOR DRAINS 15421 -1 SECTION 15422 - ROOF DRAINS (CAST IRON) 15422 -1 SECTION 15424 - FLOOR SINKS 15424 -1 SECTION 15425 - NON - FREEZE HYDRANTS 15425 -1 SECTION 15427 - BACKFLOW PREVENTERS 15427 -1 SECTION 15429 - BLENDING VALVES 15429 -1 SECTION 15430 - DOMESTIC ELECTRIC WATER HEATERS 15430 -1 SECTION 15450 - PLUMBING FIXTURES AND TRIM 15450 -1 SECTION 15452 - SECURITY FIXTURES AND DEVICES 15452 -1 SECTION 15460 - EQUIPMENT INSTALLED ONLY 15460 -1 SECTION 15751 - PACKAGED ROOFTOP AIR CONDITIONING UNITS 15751 -1 SECTION 15801 - SHEET METAL DUCTWORK 15801 -1 SECTION 15805 - FLEXIBLE DUCT 15805 -1 SECTION 15810 - DUCTWORK ACCESSORIES 15810 -1 SECTION 15820 - FANS 15820 -1 SECTION 15840 - AIR OUTLETS AND INLETS 15840 -1 SECTION 15990 - HVAC SYSTEM, TESTING, ADJUSTING, AND BALANCING 15990 -1 DIVISION 16 - ELECTRICAL SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS 16010 -1 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS 16050 -1 SECTION 16060 - GROUNDING 16060 -1 SECTION 16120 - CONDUCTORS AND CABLES 16120 -1 SECTION 16130 - RACEWAYS AND BOXES 16130 -1 SECTION 16140 - WIRING DEVICES 16040 -1 SECTION 16210 - ELECTRICAL UTILITY SERVICES 16210 -1 SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS 16410 -1 SECTION 16440 - PANELBOARDS 16440 -1 SECTION 16460 - DRY TYPE TRANSFORMERS 16460 -1 SECTION 16510 - INTERIOR LIGHTING 16510 -1 SECTION 16520 - EXTERIOR LIGHTING 16520 -1 Z:WAN \SPECS \02032A - YK.wpd May 16, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 1 YAKIMA, WASHINGTON PART I - GENERAL RELATED DOCUMENTS: General Provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to documents covered under this Section. BID DOCUMENTS: Review all of the Bid Forms and Documents prior to submitting the Bid for construction. Include all forms required at the time of submission. Failure to include fully completed forms will result in rejection of the Bid as non - responsive. PROJECT DESCRIPTION: The project consists of construction of improvements to the City of Yakima Kiwanis Park facility as shown on the Contract Documents prepared by Huibregtse, Louman Associates, Inc. The Work generally consists of construction of a new 1,930 SF restroom /concession building and tournament office building, construction of two new lighted softball fields, new parking lot, plaza area, and irrigation and landscaping. Public street improvements include asphalt widening to South 13` Street and Beech Street including new cement concrete curb and gutter, sidewalk, storm drainage facilities, and streetlights. Building Construction elements include reinforced concrete foundations and floor slabs, concrete masonry walls, wood truss roof system, and metal roofing. Site Demolition and Clearing work includes, but is not limited to, removal and disposal of the existing restroom building, concession building, covered picnic area, water fountain, tree removal, removal of utility poles, saw cutting and removal of asphalt surfaces, and removal of existing abandoned water services. Earthwork includes excavation and embankment to construct the new ballfield and plaza area. Existing on- site material may be excavated and used for fill as long as it is free of vegetation and meets the criteria of the Specification Section 02200, Earthwork. Site Improvements include, but are not limited to, landscaping, irrigation, new plaza, walks and sidewalks, slabs, new asphalt, earthwork for building structure, fencing, ballfield construction, lighting and appur- tenances, handicapped signs, concrete curbs and storm water collection and drainage systems, and new water and sewer service lines. Building Construction elements include, but are not limited to, reinforced concrete foundations and floor slabs, split face and smooth face concrete masonry unit walls, and wood truss roof systems. Exterior Finishes include, but are not limited to, sealed concrete masonry, metal roofing and siding, rigid and batt insulation, insulated concrete masonry units, metal flashing, and sealants. Interior finishes include, but are not limited to, painted gypsum wall and ceilings, painted concrete masonry units, vinyl composition tile, and plastic laminate finished casework. Door and windows include, but are not limited to, steel doors and frames, and manual- operated sectional roll -up doors. Z:WAN \SPECS \02032A•YK\01010.wpd May 15, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 2 YAKIMA, WASHINGTON Parking lot construction includes excavation of both the north and south parking lot areas to subgrade (8 inches below finished grade elevations shown). The north parking lot area will receive flinches of crushed surfacing top course, bladed, rolled, and compacted. Gravel will be used to ramp down into the parking area from adjacent newly asphalt paved surfaces. The south p lot a : " :i II remain at su b g rad e e le v ation and will be seeded with rough grass. Specialties include, but are not limited to, toilet compartments, skylights, flagpoles, wall surface protection, signs and plaques, fire extinguishers and cabinets, toilet accessories, residential kitchen equipment, exterior pre - finished metal louvers, metal casework, tackboards, visual display boards, ballfield lighting systems, bleachers, bat racks, dugout benches, and miscellaneous steel fabrications. Refer to Section 01030, Alternates. CONTRACTOR USE OF PREMISES: General: Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public of adjacent areas. The City of Yakima will be using the two existing softball fields K -1 and K -2 during the construction period. Contractor Staging Area: The Contractor may use a portion of the site not occupied by the Owner for staging of materials and equipment. Arrange with the Owner for the exact area desired. The Contractor shall be responsible for moving and reinstalling all existing items of construction including power, water, air, benches, equipment, and similar items to install new work and finishes. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed. Keep entrances (Maple Street, South 13' Street) serving the premises clear and available to the Owner and the public at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. If the Contractor desires to have access through a secondary entrance not normally used by the Owner, arrange for temporary locking and security of that entry. Lock automotive -type vehicles and other mechanized or motorized construction equipment when parked and unattended. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place. Secure the area of Work at the end of each Work day. Coordinate locking with the Owner's keying system. Contractor shall be responsible for securing the building upon notice to proceed with interior Work. OWNER OCCUPANCY: Owner Occupancy: The public of the facility during vYVner veeu�aney. i rie Owner and public will occupy portions Gi uie existing adjacent park �aeiiiiy during the periods of construction. Cooperate fully with the Owner during construction operations to minimize conflicts and to facilitate usage. Perform the work so as not to interfere with the Owner's operations of the park. A Certificate of Substantial Comjletion will be executed after the contractor has obtained a certificate of occupancy from the local building officials, all interior finish work has been completed and approved by the Engineer and Owner's Representative, Z:\JAN \SPECS\ 02032A•YK\01010.wpd May 15, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 3 YAKIMA, WASHINGTON Prior to partial Owner occupancy, mechanical, electrical systems, and plumbing shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building. ENVIRONMENTAL PERFORMANCE: No later than 300 days after the Date of Substantial Completion, and after Owner occupancy and use of the project, return and again inspect, test, and adjust the work. Measure performance. Submit a report of results to the Owner. Instruct the Owner's operating personnel on operational requirements needed to maintain compliance. Report performance of completed installation after adjustments that appear unable to comply with the requirements. Completion Requirements: On the date indicated for Substantial Completion of the site and facility, have each area or space, or portion of each area or space, fully completed, finished, equipped, furnished, cleaned, and have all mechanical and electrical systems completed and fully functional and operational, or provide temporary construction, services, systems and facilities equal in function, capacity, and operational to new construction as acceptable to Owner and Architect. COORDINATION AND MEETINGS: General: Prepare and distribute to each entity performing Work at project site, a written memorandum of instruction on required coordination activities, including required notices, reports, and attendance at meetings. Prepare similar memoranda for separate Contractors where interfacing of Work is required. Coordination Drawings: Where Work by separate entities requires off -site fabrication of products and materials which must be accurately interfaced and closely inter- meshed to produce required result, prepare coordination drawings to indicate how Work shown by separate shop drawings will be interfaced, inter- meshed, and sequenced for installation. Comply with submittal requirements of Submittals Section. Monthly Coordination Meeting: In addition to specific pre - installation meetings and coordination meetings for each major element of Work, and regular project meetings for other purposes (as indicated elsewhere in Contract Documents), hold monthly, general project coordination meetings at regularly scheduled times which are convenient for everyone involved. Request representation (at each meeting) by every entity currently involved in coordination or planning for Work of the entire project. Conduct meetings in a manner which will resolve coordination problems. Record results of meetings and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. At General Contractor's option, monthly coordination meeting may be held integrally with monthly progress meeting as specified elsewhere. ADMINISTRATIVE / SUPERVISORY PERSONNEL: General: In addition to a General Superintendent (see Supplementary Conditions) and other administrative and supervisory personnel required for performance of the Work, provide specific coordinating personnel as specified herein. Z:UAN \SPECS \02032A•YK\01010.wpd May 15, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 4 YAKIMA, WASHINGTON Project Coordinator: Provide a project coordinator as part of the Contractor's office staff, who is experienced in administration and supervision of building construction, mechanical and electrical Work, and who is authorized to act as the general coordinator of interfaces between units of Work. For purpose of this provision, "interface" is defined to include the scheduling and sequencing of Work, sharing of access to Work t all ti tec of each other's k cutting d patching, tolerances, VV Uf R spaces, installation, Vl (, pl oICGtIVI lI of ecil.l I ou ICI J work, iu a l and paa�a I l avlr.� ul wa...�i, � selections for compatibility, preparation of coordination drawings, inspections, coordination, location and verification of all known existing below -grade and above -grade elements of construction, tests, and temporary facilities and services. Submittal of Staff Names, Duties: Within 15 days of Contract date, submit a listing of General Contractor's principal staff assignments and consultants, naming persons and listing their addresses and telephone numbers. SPECIAL M1=PUHi 1 General: Except as otherwise indicated, submit special reports directly to Owner within one day of occurrence requiring special report, with copy to Engineer and others affected by occurrence. Reporting Unusual Events: When an event of unusual and significant nature occurs at site (examples: visit by Governor plus news media; extraordinary weather phenomenon), prepare and submit a special report listing changing of events, persons participating, response by General Contractor's personnel, evaluation of results or effects, and similar pertinent information. When such events are known or predictable in advance, advise Owner in advance at earliest possible date. Reporting Accidents: Prepare and submit reports of significant accidents, at site and anywhere else Work is in progress. Record and document data and actions; comply with industry standards. For this purpose, a significant accident is defined to include events where personal injury is sustained, or property loss of substance is sustained, or where the event posed a significant threat of loss or personal injury. TRADESMEN AND WORKMANSHIP STANDARDS: General: Instigate and maintain procedures to ensure that people performing Work at site are skilled and knowledgeable in methods and craftsmanship needed to produce required quality - levels for workmanship in completed Work. Remove and replace Work which does not comply with workmanship standards as specified and as recognized in the construction industry for applications indicated. Remove and replace other Work damaged or deteriorated by faulty workmanship or its replacement. Availability of Tradesmen: At each progress or coordination meeting, review availability of tradesmen and projected needs to accomplish Work as scheduled. Require each prime entity employing personnel to report on current and pending trade union actions and jurisdictional matters which might affect progress of Work. Where possible, consider alternatives and take actions to avoid disputes and delays. INSPECTIONS, TESTS AND REPORTS: General: Required inspection and testing services are intended to assist in determination of probable compliances of Work with requirements, but do not relieve General Contractor of responsibility for those compli ur for gener fulfillment of requirements of Contract Documents. Specified inspections and tests are not intended to limit General Contractor's quality control program. Afford reasonable access to agencies performing tests and inspections. Refer to Section 01400, Quality Control Service, for additional information. Z:WAN \ SPECS \02032A- YK\01010.wpd May 15, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 5 YAKIMA, WASHINGTON Qualification of Testing Agencies: Except as otherwise indicated and except where manufacturer's testing facilities are indicated as acceptable, engage independent testing laboratories specializing in the required services and approved by the City of Yakima Code Enforcement Department. Reports: Submit test/inspection reports, including agency's analysis of results and recommendation where applicable, in duplicate to Engineer except as otherwise indicated, and submit copies directly to governing authorities where required or requested. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION GENERAL INSTALLATION PROVISION: Pre - Installation Conferences: Well in advance of installation of every major unit of Work which requires coordination and interfacing with other Work, meet at project site with installers and representatives of manufacturers and fabricators who are involved in or affected by unit of Work, and its coordination of integration with other Work which has preceded or will follow. Advise Engineer of scheduled meeting dates. At each meeting, review progress of other Work and preparations for particular Work under consideration, including requirements of Contract Documents, options, related change orders, purchases, deliveries, shop drawings, product data and quality control samples, possible conflicts, compatibility problems, time schedules, weather limitations, temporary facilities, space and access limitations, structural limitations, governing regulations, safety, inspection and testing requirements, required performance results, recording requirements, and protection. Record significant discussions of each conference, and record agreements and disagreements, along with final plan of action. Distribute record of meeting promptly to everyone concerned, including Engineer. Do not proceed with the Work if associated pre - installation conference cannot be concluded successfully. Instigate actions to resolve impediments to performance of the Work, and reconvene conference at earliest date feasible. Installer's Inspection of Conditions: Require installer of each major unit of Work to inspect substrate to receive Work, and conditions under which Work will be performed, and to report (in writing to Contractor) unsatisfactory conditions. Do not proceed with the Work until unsatisfactory conditions have been corrected in a manner acceptable to installer. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to extent these are more explicit or more stringent than requirements indicated in Contract Documents. Inspect each item of material or equipment immediately prior to installation, and reject damaged and defective items. Provide attachment and connection devices and methods for securing Work properly as it is installed; true to line and level, and within recognized industry tolerances if not otherwise indicated. Allow for expansions and building movements. Provide uniform joint width in exposed Work, organized for best possible visual effect. Refer questionable visual- effect choices to Engineer for final decision. Recheck measurements and dimensions of the Work, as an integral step of starting each installation. Z:WAN \SPECS \02032A- YK\01010.wpd May 15, 2003 CITY OF YAKIMA SUMMARY OF WORK/ KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PROJECT CONTROLS PARKS AND RECREATION DIVISION Section 01010 - 6 • YAKIMA, WASHINGTON Install Work during conditions of temperature, humidity, exposure, forecasted weather, and status of project completion which will ensure best possible results for each unit of Work, in coordination with entire Work. Isolate each unit of Work from non - compatible Work, as required to prevent deterioration. Coordinate enclosure (closing -in) of Work with d inspections and tests, to minimize necessity of l/UUI UII I[1lC elll.:I IJJUIC �GIVJII ItJ. -il l� of Work with IegU11eU II IJpeIilI VI1J and �c.�.o, to �������. ��rvc...c7 C3 y uncovering Work for that purpose. Mounting Heights: Where mounting heights are not indicated or noted in Specification Section 01040, Coordination, mount individual units of Work at barrier -free and industry- recognized standard mounting heights for application indicated. Refer questionable mounting height choices first to the Uniform Building Code, secondly to Engineer for final decisions. CLEANING AND PROTECTION: General: During handling and installation of Work at project, site clean and protect Work in progress and adjoining Work on a basis of perpetual maintenance. Apply suitable protective covering on newly installed Work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion; otherwise, clean and perform maintenance on newly installed Work as frequently as necessary throughout remainder of construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures of Work: To extent possible through reasonable control and protection methods, supervise performance of Work in a manner and by means which will ensure that none of the Work, whether complete or in progress, will be subject to harmful, dangerous, damaging, or otherwise deleterious exposures during construction period. Such exposures include (where applicable, but not by way of limitation) static loading, dynamic loading, internal pressures, external pressures, high or low temperatures, thermal shock, high or low humidity, air contamination or pollution, water, ice, solvents, chemicals, light, radiation, puncture, abrasion, heavy traffic, soiling, bacteria, insect infestation, combustion, electrical current, high speed operation, improper lubrication, unusual wear, misuse, incompatible interface, destructive testing, misalignment, excessive weathering, unprotected storage, improper shipping /handling, theft, and vandalism. Additional Requirements: Refer to Section 01700, Project Closeout, and various sections of the Specification. CONSERVATION AND SALVAGE: General: It is a general procedural requirement for supervision and administration of the Work that construction operations be carried out with maximum practical consideration for conservation of energy, water, and materials; and with maximum practical consideration for salvaging materials and equipment involved in performance of the Work but not incorporated therein. Refer to other Sections for required disposition of salvage materials and equipment which are Owner's property. END OF SECTION 01010 Z:WAN \SPECS \02032A- YK\01010.wpd May 15, 2003 CITY OF YAKIMA APPLICATIONS FOR PAYMENT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01027 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment. Coordinate the Schedules of Values and Applications for Payment with the Contractor's Construction Schedule, List of Subcontractors, and other submittals required by the Contract Documents. Refer to the Standard Specifications, Section 1 -09, Measurement and Payment for additional information. The Contractor's Construction Schedule is included in Section 01300, Submittals. SCHEDULES OF VALUES: Coordinate preparation of the Schedules of Values with preparation of the Contractor's Construction Schedule. The Contractor shall furnish a breakdown of the total Contract price showing the amount included for each principal category of the Work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the Schedule of Values, will be approved by the Engineer before application for the first payment is made, and will include appropriate amounts for Closeout, demobilization, record drawings, O &M manuals, operation instructions and any other special Contract requirements for Project Closeout. In addition, subcontractors shall provide line item breakdown for each principal category of the Work. Submit the Schedules of Values to the Engineer for approval of acceptable format at the earliest feasible date, but no later than seven days after Notice to Proceed. Format and Content: Use the Construction Specifications Table of Contents as a guide to establish the format for each Schedule of Values. Identification: Include the following project identification on the Schedule of Values: Project name and location Name of the Engineer Project number Contractor's name and address Date of submittal Arrange each Schedule of Values in a tabular form with separate columns to indicate the following for each item listed: Z:\JAN \SPECS \02032A- YK\01027.wpd May 15, 2003 CITY OF YAKIMA APPLICATIONS FOR PAYMENT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01027 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Item /category number (number consecutively) Related Specification Section Item /category name Dollar value Identify all major ItJUI JUU -Udt y. VI ICJ within each line IICI 11 Provide a breakdown of the Contract sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items. All subcontracts of $25,000 or more shall be broken down into subcategories of labor and materials. Round amounts off to the nearest whole dollar. The total shall equal the contract sum fnr the Scherll Ile. Provide a line item "Closeout" in the amount to be equal to four percent (4 %) of the monies designated for construction which shaii be set aside as a separate line item as defined in Section 01700, Project Closeout. Project Closeout will be payable to the General Contractor following Final Completion. Provide a line item breakdown for Contractor's punch list, demobilization, record drawings, O &M manuals, and instruction sessions with the Owner's personnel. Demobilization shall equal the amount of mobilization on the Schedule of Values. The Owner may reimburse the Contractor for materials purchased before their use in the Work if they meet the requirements of the Specifications and Drawings and are delivered to an Engineer - approved storage site. The Contractor shall provide invoices from materials suppliers for payment. Each invoice shall be detailed sufficiently to enable the Engineer to determine the actual costs. Payment for materials on- hand shall not exceed the total Contract cost for that item. The Owner will not pay for material on -hand when the invoice cost is less than $2,000. As materials are used in the Work, credits equaling the partial payments for them will be taken on future estimates. Partial payment for materials on -hand shall not constitute acceptance. Any material will be rejected if found to be faulty, even if partial payment for it has been made. APPLICATIONS FOR PAYMENT: Each application for payment shall be based on the Schedules of Values and shall be consistent with previous applications and payments as certified by the Engineer and paid for by the Owner. Certified Payroll: The Owner requires the following Certified Payroll procedures: Certified Payroll: For each payment application, submit Certified Payroll from every entity (including Contractor) that is providing work on the project. Payment Application Times: Submit monthly applications for payment to the Engineer at least five working days before the end of each month for payment of Work completed during the month. Payment will be made by the Owner no later than the last business day of the following month. Payl1 lent Application: The Contractor Shall prepare a monthly request for payment on a form l l derived from the Schedule of Values. The form shall show the original value of each item, the work completed through the reviouS pay period, the work completed in the current pay period, and the percent of work completed p� p y . current P y p 1 P . to date. The application shall be signed, dated, and forwarded to the Engineer for review. The Engineer shall review and revise the request as needed for recommendation for payment to the Owner. Z:WAN \SPECS \02032A•YK\01027.wpd May 15, 2003 CITY OF YAKIMA APPLICATIONS FOR PAYMENT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01027 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Each request for payment shall be accompanied by an updated or revised Progress Schedule. Pay requests lacking the updated schedule will not be recommended for payment. Include the amounts of Change Orders and Construction Change Directives approved prior to the end of the pay period. Provide a separate change order summary. Subsequent applications for payment must be accompanied by an updated progress schedule, certified payroll, and updated estimated payment request schedule. Failure to do so will automatically stop payment by the Owner. Application for Payment at Substantial Completion: Following issuance of the Final Certificate of Substantial Completion, submit an application for payment package. Administrative actions and submittals that shall precede or coincide with this application are specified in the General Conditions, Supplementary Conditions, and in Project Closeout Sections. Final Payment Application: Following issuance of the Certificate of Final Completion and administrative actions and submittals which are specified in the General Conditions, Supplementary Conditions and Project Closeout section. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION 01027 Z:WAN \SPECS \02032A•YK\01027.wpd May 15, 2003 CITY OF YAKIMA ALTERNATES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01030 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section defines requirements for Bidder's itemization of Bid amounts, specifies administrative and procedural requirements for Alternates and summarizes the nature and scope of Alternates that may be included in the Work. DEFINITIONS: Base Bid for Park Improvements: The total Base Bid is the amount proposed by Bidders and stated on the • • Bid Form to perform all Work required by the proposed Construction Documents for the project. Alternate (Alternate Bid): An "Alternate" is an amount proposed by Bidders and stated on the Bid Form for • certain construction activities defined in this Section and other Specification Sections that may be added to the Base Bid, (or "Basic" Bid), amount if the Owner decides to accept a corresponding change in the amount of construction to be completed. ALTERNATE AMOUNTS - BID REQUIREMENTS AND STIPULATIONS: Alternates shall include amounts for all supporting elements of Work and other corresponding Contract Document requirements so that whatever combination of Base Bid and Alternates is selected by the Owner, the amount of the Base Bid plus additive Alternates selected (if any) will equal the total Contract sum for provision of all Work selected by the Owner. Coordination: Coordinate related Work and modify or adjust adjacent and related Work as necessary to ensure that all Work affected by each accepted Alternate is complete and fully integrated into the project. Proposed Alternate amounts shall be apportioned on the Bid Form, as applicable, to show the amount to be added to Base Bid. This breakdown is required for Owner's financing of the project and will not affect the extent of the Work. The Owner reserves the right to select any combination of Base Bid and Alternates and to determine the lowest responsive Bidder based on the combined total of the Base Bid plus any Alternates selected. POST BID REQUIREMENTS: • Post Contract Selection of Alternates: The Owner reserves the right to select additional Alternates or to revise the combination of Alternates selected for amounts proposed by the successful Bidder on his Bid Form, for a period of 60 calendar days after the date of the Contract, unless the decision to add an Alternate affects the Contractor's normal sequence of Work. in such case, the Contractor shall give the Owner 10 days' notice, during which time the Owner will notify the Contractor whether he wishes to reinstate an Alternate. The Contract will be amended for any post -bid selection of Alternates by change order. Promptly notify each party involved of any changes in scope of Alternates selected. Z:UAN \SPECS \02032A- YK\01030.wpd May 15, 2003 CITY OF YAKIMA ALTERNATES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01030 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON SCHEDULE AND DESCRIPTION OF ALTERNATES: Schedule: A "Schedule of additive Alternates" is included in Part 3 of this Section. Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Alternate or requirements are included in the description of the Alternate, or a combination of both. The Work of all Alternates shall conform to applicable Specification requirements. Include as part of each Alternate, as applicable, addition and /or deletion of miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. Include modifications to adjacent and related Work required and /or resulting from the Work of Alternates. Include addition or deletion of administrative, engineering, and similar costs related to provision of or deletion of Alternate Work, as applicable. Include Washington State Sales Tax in each alternate price. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION ADDITIVE ALTERNATES: Alternate No. 1: Construct picnic shelter complete in place including concrete to limits shown, shelter, roof, and electrical. Alternate No. 2: Construct asphalt paving for parking area including subgrade preparation, (excavation to subgrade provided in Base Bid), additional aggregate (4 inches of aggregate provided under Base Bid), asphalt, catch basins, piping, infiltration systems, and striping. Alternate No. 3: Construct cement concrete plaza area in lieu of asphalt paved plaza including forming, concrete, placing, curing, form removal, and jointing. Concrete joint pattern shown is the desired pattern for the concrete plaza alternate. However, the jointing pattern may be modified upon review and approval of the Engineer. The concrete edging around the plaza perimeter is provided under the Base Bid. Alternate No. 4: Furnish and install tile flooring in the bathroom areas. Alternate No. 5: Construct new Softball Field No. 3 complete in place as shown on the Drawings, including demolition of existing park facilities as noted on the Demolition Site Plan, excavation, grading, outfield mix, infield mix, seeded lawn, backstop and fencing, irrigation system, lighting system (see Clarification Notes), foul poles, two bleachers, two complete dugouts (with benches, bat racks, roofs), and all related appur- tenances, 4 inches of gravel over the south parking lot area which was excavated to subgrade under the base bid, additional asphalt paved plaza area with concrete edging around perimeter, concrete slab for bleachers, and dugouts. Alternate No. 6: Construct asphalt paving for southerly parking lot area including subgrade preparation, (excavation to subgrade provided in Base Bid), 6 inches of aggregate (no aggregate provided under Base • Bid), 2 inches of asphalt, catch basins, piping, infiltration systems, and striping. Alternate No. 7: Furnish and place cement concrete for the additional plaza area in lieu of asphalt paved plaza including forming, concrete, placing, curing, form removal, and jointing. Concrete joint pattern shown is the desired pattern for the concrete plaza alternate. However, the jointing pattern may be modified upon review and approval of the Engineer. The concrete edging around the additional plaza perimeter is provided in the bid for Alternate No. 5. Z:WAN \SPECS \02032A- YK\01030.wpd May 15, 2003 CITY OF YAKIMA ALTERNATES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01030 - 3 PARKS AND RECREATION DIVISION YAKIMA WASHINGTON CLARIFICATION NOTES: 1. Ballfield lights A5 and B1 are for Future Ballfield No. 4. The light poles and fixtures will not be furnished nor installed at this time. However, the Contractor shall excavate and furnish and install the 30 -inch diameter casing pipe including backfiii and reinforced concrete cap and backf iii over the empty casing pipe, and shall furnish and install the junction box at the future pole base and conduit from each junction box to the panel as part of the Base Bid. Refer to Civil and Electrical Details. 2. Ballfield lights Al , A2, B3, C3, and C4 are for the alternate Softball Field No. 3 and shall be included in the bid price for Alternate No. 5. 3. The Light pole for B3 and light bank for Field No. 2 shall be furnished under the Base Bid. However, the light bank fixture for Softball Field No. 3 shall be included in the Bid Price for Alternate No. 5. 4. installation of baiifieid lighting pole B1 (Alternate No. 5) will require the removal and re- installation of the minimum amount of existing chain link backstop fence, pad, and concrete slab to allow installation of the new pole. The new ballfield lighting pole B2 shall be installed so that the pole is outside of the backstop fence and playing area. Contractor to verify final location with the Engineer and ballfield lighting manufacturer prior to beginning installation. Upon completion of the installation of the ballfield lighting pole B2, the Contractor will repour the concrete slab (4 inches of concrete on 2 -inch C.S.T.C.) and reinstall the chain link backstop fence and pad to the original location. The Contractor shall provide the City of Yakima with two weeks notice prior to installing ballfield lighting pole B2 to enable the City to reschedule games to another field during the installation work. 5. The 30 -inch diameter casing pipe, cap, backf ill, and junction box for ballfield lighting pole A2 shall be installed under the base bid (refer to paragraph 1 of clarification notes). If Alternate No. 5 is selected (new Ballfield No. 3), the pole and light bank fixture for Ballfield No. 3 will be furnished and installed on ballfield light pole A2 and included in the bid price for Alternate No. 5. END OF SECTION 01030 Z:WAN \ SPECS \02032A- YK\01030.wpd May 15, 2003 CITY OF YAKIMA MODIFICATION PROCEDURES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01035 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section specifies administrative and procedural requirements for handling and processing Contract modifications. Related Sections: The following Sections contain requirements that relate to this section: Division 1 Section 01300. Submittals, for requirements for the Contractor's Construction Schedule. Division 1 Section 01027, Applications for Payment, for administrative procedures governing applications for payment. Division 1 Section 01600, Products and Substitutions, for administrative procedures for handling requests for substitutions made after award of the Contract. DESIGN CLARIFICATION / VARIATION REQUEST (DCVR) Requests by the Contractor for interpretation of the requirements or content of the Construction Documents, or for approval of a variation from the Contractor Documents. shall be submitted to the Engineer. Submit requests only after thoroughly verifying that the information cannot be found in the Contract Documents, shop drawings, addenda, or change orders. Include all information necessary for the Engineer to evaluate the request. Incomplete forms and those that are unclear or inadequately documented will be returned to the Contractor for completion or clarification. Questions regarding the Drawings shall be accompanied by sketches of the area in question. Questions regarding the Specification shall identify the proper Section, line or lines. All such requests shall be submitted by the Contractor. None will be accepted from subcontractors, sub - subcontractors, suppliers, or others except through the Contractor. Submit DCVRs in a timely manner. Timing of submittal of complex DCVRs and those anticipating a change of Contract Sum or Contract Time shall allow for an adequate review period and for Contractor's submittal and Engineer's review of cost and time proposals subsequent to the DCVR response. Method of transmittal to the Engineer should be consistent with the requested rapidity of response. Engineer will review DCVRs with reasonable promptness. Unwarranted requests which impede the Engineer's ability to respond to critical decisions regarding the Work will result in the denial of time extension based on the Contractor's requests for delays due to a lack of responses by the Engineer. Should the DCVR require materials or equipment not specified, submit substitution request in compliance with Section 01600. Z:UAN \SPECS \02032A- YK\01035.wpd May 15, 2003 CITY OF YAKIMA MODIFICATION PROCEDURES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01035 - 2 PARKS AND RECREATION DIVISION • YAKIMA, WASHINGTON - Submit one copy of the DCVR form covering each individual request; in addition, provide the Owner's Representative a copy. Complete the attached form accurately and in full. Number DCVRs sequentially. DCVRs resubmitted shall have an R -_ added to the number for tracking. If a request has a clear or potential impact on Contract Sum or Contract Time, provide specifics in the space provided. If impacts are not known in detail, provide as much information as is available o r provide o rd e r - magn it u de i e identified as gi rth, If Contract Sum or Contract Time impact depends upon the Engineer's response, check "Yes" to identify impact and explain the conditions that will determine cost or time impact in the space provided. Variation requests will be considered only if there is a clear benefit to the Owner. The benefit shall be in terms of cost, time, quality, performance, maintenance, coordination, simplification, or other clearly identifiable consideration. Drawings, diagrams, or additional explanation may be attached to the DCVR form if necessary. However, information required on the form must be included on the form. Response by the Engineer will be to the specific request as received and is not to be interpreted to extend beyond the specifics of the request. If the Engineer provides a clarification or approves a variation that the Contractor believes to impact Contract Sum or Contract Time, a proposal for such Work that quantifies the impacts must be submitted by the Contractor for approval by the Owner. Return of the DCVR form by the Engineer does not constitute authorization to proceed with any Work requiring a change in the Contract Sum or Contract Time. Any change in Contract Sum or Contract Time requires approval by the Owner of the Contractor's proposal for the Work. MINOR CHANGES IN THE WORK: Supplemental Instructions authorizing minor changes in the Work not involving an adjustment to the Contract Sum or Contract Time will be issued in written form by the Engineer. The Contractor shall promptly sign and return a copy of the instructions to the Engineer to indicate the Contractor's acceptance of the instructions as consistent with the Construction Documents. CHANGE ORDER PROPOSAL REQUESTS: (C.O.P.) Owner - Initiated Proposal Requests: Proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time will be issued by the Engineer, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary. Proposal by the Engineer for information only. not consider them r-�u�,osa! requests issued by tine �nynieei are for information uniy. Do not ioii�iuci them as instructions either to stop Work in progress or to execute the proposed change. Unless otherwise indicated in the proposal request, within 15 days of receipt of the proposal request. submit to the Engineer for the Owner's review an estimate of cost necessary to execute the proposed change. Z:WAN \ SPECS \02032A- YK\01035.wpd May 15, 2003 CITY OF YAKIMA MODIFICATION PROCEDURES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01035 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Using the Cost Estimate Detail Sheet at the end of this Section, or similar breakdown • acceptable to the Engineer, include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time. Requests for time extensions or reductions will only be considered if it affects the critical path of the project and must be proportional to the total dollar cost of the Project. Contractor - Initiated Change Order Proposal Requests: When latent or other unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Engineer. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time. Requests for time extension or reduction will only be considered if it affects the critical path of the project and must be proportional to the total dollar cost of the project. Using the Cost Estimate Detail Sheet at the end of this Section, or similar breakdown acceptable to the Engineer, include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Comply with requirements in Section 01600, Products and Substitutions including submittal of the Substitution Request form if the proposed change in the Work requires the substitution of one product or system for a product or system specified. CONSTRUCTION CHANGE DIRECTIVE: Construction Change Directive: When the Owner and Contractor are not in total agreement on the terms of a COP or in order to maintain the Construction Schedule without delaying the Work, the Engineer may issue a written CCD signed by the Owner and the Architect, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. The CCD will contain a complete description of the change in the Work and designate the method to be followed to determine change in the Contract Sum or Contract Time. The Contractor may only charge for actual time spent to perform the Work at the site. Administrative costs, including all home and field office expenses and fifty percent of the General Superintendent's time, are considered as part of the General Contractor's overhead and profit (see Supplemental Conditions for Changes in Work). Documentation: Maintain detailed records on a time and material basis of Work required by the CCD. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. This should include employer time records, material invoices, overhead and profit, bond and insurance, transportation and cost invoices. Z:WAN \SPECS \02032A- YK\01035.wpd May 15, 2003 CITY OF YAKIMA MODIFICATION PROCEDURES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01035 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON The Owner, at his option, may require daily documentation sheets for labor and materials for all Work installed. No claim for such CCD Work shall be allowed except upon written order by the Engineer prior to the performance of such Work. The amount and cost of any such CCD Work shall be computed by the Engineer. The Contractor shall submit an itemized statement of the cost of Work, purpose and location of the Work, a complete breakdown of labor, materials, equipment, and taxes in accordance with the above provisions. The statement will be submitted to the Engineer for approval within 15 days following the day on which the Work was completed. Failure to submit CCD statements in the time specified will be considered cause for denial of payment for Work done by such CCD. The Contractor's cost records pertaining to Work paid for on a CCD basis shall be open to • inspection or audit by representatives of the Owner during the life of the Contract and for a period of not less than three years after the date of Final Completion thereof, and the Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor expressly guarantees that the cost records of such other forces shall be open to inspection and audit by representatives of the Owner on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than 60 days after the acceptance date of the Contract, the Contractor will be given a reasonable notice of the time when the audit is to begin. CHANGE ORDER PROCEDURES: Upon the Owner's approval of a Change Order Proposal Request, the Engineer will issue a Change Order for signatures of the Owner and Contractor and Engineer on the Engineer's Standard Change Order Form, in accordance with Section 1 -04.4 of the Standard Specifications. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01035 Z:WAN \SPECS \02032A•YK\01035.wpd May 15, 2003 • DESIGN CLARIFICATION / VARIATION REQUEST NO. ADDITION AND ALTERATIONS TO KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON JOB NO. 1924 CONTRACTOR'S JOB NO. RESPONSE REQUIRED BY: (Allow a minimum of 3 days for Engineer's response) Reviewed and submitted for Contractor by Date Originator Firm Date Design Clarification Request: Contractor requests interpretation of Construction Documents. Contractor requests information which had not been found in the Construction Documents. Contractor has received the Drawings and Specifications relevant to this request. Design Variation Request: Approval is requested for the following variation from the Construction Documents: Subject: Schedule Activity No.: Drawing Reference: Specification Reference: Description: If this is a clarification request, is there any question of impact on Contract Sum or Contract Time? Yes No If yes, provide specifics below. If this is a variation request, explain below how the Owner will benefit from the variation. ARCHITECT /ENGINEER (Contractor. Do not write below this line.) Response: Change in Contract sum or time: Yes No By: Firm Date HLA Date Faxed to: 2003 2003 This is not an authorization of any work requiring a change in the Contract Sum or Contract Time. Any such change requires approval by the Owner of the Contractor's proposal quantifying cost and time impacts. Z:WAN \SPECS \02032A- YK\DCV R.wpd COST ESTIMATE DETAIL SHEET Sheet of C.O.P. No. Project #1924 Project: KIWANIS PARK IMPROVEMENT PRO.IECT - PHASE 1 Contractor Unit Costs Item Description Quantity Unit °— -- Material Cost Labor Cost Total Material Labor Z:UAN \SPECS \02032A- YMCOST EST OETAIL.wpd CITY OF YAKIMA COORDINATION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01040 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUM MARY: This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following: Conduct weekly progress meetings with all subcontractors working on the job for safety, coordination, timing of work, and installations according to Contract Documents. General project coordination procedures Alternates Conservation Coordination drawings Administrative and supervisory personnel General installation provisions Cleaning and protection. Related Sections: The following Sections contain requirements that relate to this Section: Division 1 Section, Summary of Work, for schedules, completion dates and administrative procedures. Division 1 Section, Field Engineering, specifies procedures for field engineering services, including establishment of benchmarks and control points. Division 1 Section, Project Meetings, for progress meetings, coordination meetings, and pre - installation conferences. Division 1 Section, Submittals, for preparing and submitting the Contractor's Construction Schedule. Division 1 Section, Materials and Equipment, for coordinating general installation. Division 1 Section, Contract Closeout, for coordinating Contract closeout. COORDINATION: Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Schedule, sequence, and coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation as required to obtain the best results. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair. Z:WAN \SPECS \02032A- YK\01040.wpd May 15, 2003 CITY OF YAKIMA COORDINATION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01040 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Make provisions to accommodate items scheduled for later installation. Prepare shop drawing sketches of all proposed mechanical and electrical items for installation of walls, ceiling, floors and review with the Engineer 30 days prior to installation. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner and separate contractors where coordination of their Work is required. Administrative Procedures: Coordinate scheduling and timing and verify required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: Verification of the exact location of all buried utilities and existing above -grade elements of construction to remain prior to the start of construction. Prepare and adhere to schedules. Installation and removal of temporary facilities. Delivery and processing of submittals. Progress meetings. Project closeout activities. Call for locates for buried utilities and locate all electrical and mechanical work which may be damaged by cutting and verify that it has been addressed in the Contract Documents. If it is unclear, notify the Engineer and request clarification prior to commencement of Work. Lack of proper supervision by the General Contractor's Superintendent may result in the request to replace the individual with another person or persons qualified to perform the functions and duties of the position. If the Owner and Engineer make such a request, the General Contractor will, within 30 days, replace the individual with a person acceptable to the Engineer. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. SUBMITTALS: Coordination Drawings: Prior to the commencement of Work, prepare coordination and verification drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited spac ava i!abi!it \/ n0'- states IM I Itili7atinn maxim elnnlca. I Icpar r c coordination wurvi where limited v .. ..............,.,.......... .,.....�,........ of space for efficient installation of different components. Show the relationship of components shown on separate Shop Drawings. Indicate required installation sequences. Z:\JAN \SPECS \02032A•YK\01040.wpd May 15, 2003 CITY OF YAKIMA COORDINATION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01040 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Comply with requirements contained in Section, Submittals. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the project site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers. Provide statements of qualification and prior work experience to the Engineer that indicates that persons listed are qualified to perform the Work. Post copies of the list in the project meeting room, the temporary field office, and each temporary telephone. Coordination and Review of Drawings: The Contractor, before and during the layout of all building and site elements, shall diligently study and compare the Contract Documents with each other and with information furnished by the Owner and report immediately to the Engineer inconsistencies or omissions. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION GENERAL COORDINATION PROVISIONS: Inspection of Conditions: Require the installer of each major component to inspect and verify the acceptability of both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations to • the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Construction Documents. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the Architect for final decision. Recheck measurements and dimensions before starting each installation. Install each component during weather conditions and project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Engineer for final decision. Z:\JAN \SPECS \02032A- YK\01040.wpd May 15, 2003 CITY OF YAKIMA COORDINATION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01040 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON All items of accessibility shall be installed per ADA standards complying with Regulations for Barrier -Free Design of the State of Washington. EANING AND PROTECTION: Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at time of Substantial Completion. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed pleted or in- progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following: Excessive static or dynamic loading Excessive internal or external pressures Excessively high or low temperatures Thermal shock Water or ice Light Puncture Abrasion Heavy traffic Soiling, staining, and corrosion Rodent and insect infestation Combustion Electrical current High -speed operation Improper lubrication Unusual wear or other misuse Contact between incompatible materials Destructive testing Misalignment Excessive weathering Unprotected storage Improper shipping or handling Theft Vandalism. END OF SECTION 01040 Z:WAN \SPECS \02032A- YK\01040.wpd May 15, 2003 CITY OF YAKIMA FIELD ENGINEERING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01050 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. REQUIREMENTS INCLUDED: Layout of all park improvements including, but not limited to, parking lot, plaza, restroom /concession building, ballfields and appurtenances, fencing, irrigation, grading, drainage, landscaping, striping, and elec- trical systems including conduits, pull boxes, and lighting. Public street improvements including, but not limited to, street excavation, curb, gutter and sidewalk, storm drainage, and streetlights. QUALITY ASSURANCE: Project Layout Personnel: Employ qualified land surveying or civil engineering firm to perform project layout work. Compaction testing shall be performed by a certified testing lab. See Section 01400, Quality Control Services. Corrections: Completely correct all faulty, defective or non - conforming work to comply with requirements of Construction Documents at no additional cost. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION EXAMINATION: Verify layout information shown on the Drawings, in relation to the existing improvements, before proceeding to lay out the Work. Locate and protect existing control points. Preserve permanent reference points during construction. Contact the Engineer in the event of discrepancies or questions prior to proceeding with the work. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points. Establish and maintain an adequate number of permanent benchmarks on the site, referenced to data established by survey control points. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. Existing Utilities and Equipment: The exact location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site Work, investigate and verify the existence and exact location of all underground utilities and other construction. Z :\JAN\SPECS \02032A- YK\01050.wpd May 15, 2003 CITY OF YAKIMA FIELD ENGINEERING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01050 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Prior to construction, verify the location and invert elevation at points of connection of sewer service piping and other points of connection as applicable. Notify Engineer for instructions of all discrepancies prior to proceeding with the Work. PERFORMANCE: Working from lines and levels indicated and established by existing site information and site features, establish benchmarks and markers to set lines and levels as needed to properly locate each element of the project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale drawings to determine dimensions. Advise entities engaged in construction activities of marked lines and levels provided for their use. As construction proceeds, check every major element for line, level, and plumb. On completion of foundation walls, major site improvements and other work requiring field engineering services, prepare as -built drawings showing dimensions, locations, angles, and elevations of construction and site work. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations by instrumentation and similar appropriate means. Lines and Levels: Locate and lay out batter boards, control lines, and levels required for site Work. Compaction: In accordance with applicable sections of the Specifications. END OF SECTION 01050 Z:WAN \SPECS \02032A•YK\01050.wpd May 15, 2003 CITY OF YAKIMA APPLICABLE CODES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01080 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections apply to this Section. SUMMARY: This section lists the minimum governing codes relating to the construction Work and materials incorporated into the project. The General Contractor and his subcontractors shall have a working knowledge of these codes and shall not deviate from the provisions contained therein. A copy of each volume shall be maintained in good order in the construction office of the General Contractor for reference by the Engineer and the building official. Applicability of Standards: Except where Construction Documents include more stringent requirements, applicable codes have the same force and effect as if bound or copied directly in the Construction Documents. Such codes are made a part of the Construction Documents by reference. Referenced codes take precedence over standards that are not referenced, but recognized in the construction industry as applicable. Publication Dates: Where compliance with a code is required, comply with standard in effect as of date of Construction Documents. Copies of Standards: Each entity engaged in construction on the project is required to be familiar with codes applicable to the entity's construction activity. Copies of applicable codes are not bound with the Construction Documents. Where copies of codes are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source: GENERAL: Standard Specifications for Road, Bridge, and Municipal Construction as published by the Washing- ton State Department of Transportation and the American Pubic Works Association. Uniform Building Code: Latest Edition State of Washington Rules and Regulations of the State Board of Health Washington State Administration Code (WAC) Chapters 296 -24, 296 -155 and 296 -62 State Fire Marshal Regulations The Regulations for Barrier -Free Design of the State of Washington; Latest Edition Washington State Energy Code; Latest Edition American Disabilities Act (ADA) MECHANICAL: Uniform Mechanical Code: Latest Edition Uniform Plumbing Code: Latest Edition ELECTRICAL: NFPA No. 70, National Electrical Code State of Washington Electrical Construction Code NFPA No. 110 Life Safety Code FIRE: Uniform Fire Code; Latest Edition END OF SECTION 01080 Z:UAN \SPECS \02032A- YK\01080.wpd May 16, 2003 CITY OF YAKIMA DEFINITIONS AND STANDARDS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01090 - 1 PARKS AND RECREATION DIVISION • YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. DEFINITIONS: General: Basic Contract definitions are included in the General Conditions. Indicated refers to graphic representations, notes, or schedules on the Drawings, or other paragraphs or schedules in Specifications, and similar requirements in Construction Documents. Where terms such as "shown," "noted," "scheduled" and "specified" are used, it is to help locate the reference. No limitation on location is intended except as specifically noted. Directed: Terms such as "directed," "requested," "authorized," "selected," "approved," "required" and "permitted" mean "directed by the Engineer," "requested by the Engineer" and similar phrases. However, no implied meaning shall be interpreted to extend the Engineer's responsibility into the Contractor's area of construction supervision. Approve: The term "approved," where used in conjunction with the Engineer's action on the Contractor's submittals, applications and requests, is limited to the responsibilities and duties of the Engineer stated in General and Supplementary Conditions. Such approval shall not release the Contractor from responsibility to fulfill Construction Document requirements, unless otherwise provided in the Construction Documents. Regulation: The term "regulations" includes laws, statutes, ordinances, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work, whether they are lawfully imposed by authorities having jurisdiction or not. Furnish: The term "furnish" is used to mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations." • Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations." Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." Installer: An "installer" is an entity engaged by the Contractor, either as an employee, subcontractor or sub- subcontractor, for performance of a particular construction uctiol In activity, including installation, h, er el,tio h, application and similar operations. Installers are required to be experienced in the operations they are engaged to • perform. Typical or Similar: Where the word "similar" or "typical" occurs on or within the Drawings, it shall be used in this npnpral canoe and not ag manning iriantiral nr avant anri all details chill be wnrkeri ni It i relation to their location and their connection to other parts of the work. Where there is a question of intent, notify the Architect regarding interpretation. Z:WAN \ SPECS \02032A- YK\01090.wpd May 16, 2003 CITY OF YAKIMA DEFINITIONS AND STANDARDS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01090 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON SPECIFICATION CONTENT EXPLANATION: Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions include: Abbreviated Language: Language used in the Specifications and other Contract Documents may be of abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and where the full context of the Contract Documents so indicates. Imperative and streamlined language is used generally in the Specifications. Requirements ex- pressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. Assignment of Specialists: The Specification requires that certain specific construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialists must be engaged for those activities, and assignments are requirements over which the Contractor has no choice or option. Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor. This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name. • DRAWING SYMBOLS: Graphic symbols used on the Drawings are those recognized in the construction industry for purposes indicated. Where not otherwise noted, symbols are to be clarified through Huibregtse, Louman Associates, Inc. Mechanical /Electrical Drawings: Graphic symbols used on mechanical and electrical drawings are generally aligned with symbols recommended by ASHRAE. Where appropriate, they are supplemented by more specific symbols recommended by technical associations including ASME, ASPE, IEEE and similar organizations. Refer instances of uncertainty to the Engineer for clarification before proceeding. INDUSTRY STANDARDS: Applicability of Standards: Except where Construction Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Construction Documents. Such standards are made a part of the Construction Documents by reference. Individual sections indicate which codes and standards the Contractor must keep available at the project site for reference. Referenced standards take precedence over standards that are not referenced but recognized in the construction industry as applicable. Z:WAN \ SPECS \02032A- YK\01090.wpd May 16, 2003 CITY OF YAKIMA DEFINITIONS AND STANDARDS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01090 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Publication Dates: Where compliance with an industry standard is required, comply with standard in effect as of date of Construction Documents. Copies of Standards: Each entity engaged in construction on the project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Construction Documents. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publication source. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where acronyms or abbreviations are used in the Specifications or other Construction Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01090 Z :JAN\ SPECS \02032A•YK\01090.wpd May 15, 2003 CITY OF YAKIMA PROJECT MEETINGS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01200 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL • RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section specifies administrative and procedural requirements for project meetings including, but not limited to: Pre - Construction Conference Progress Meetings Pre - Installation Conferences Coordination Meetings PRE - CONSTRUCTION CONFERENCE: Schedule a pre- construction conference and organizational meeting at the project site or other convenient location no later than 10 days after execution of the Agreement and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments. Attendees: The Owner, the Engineer, the Contractor, major subcontractors, and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work. Agenda: Discuss items of significance that could affect progress including such topics as: Proposed construction schedule Critical work sequencing Designation of responsible personnel Procedures for processing field decisions and change orders Procedures for processing Applications for Payment Distribution of Construction Documents Submittal of shop drawings, product data, and samples Preparation of record documents Use of the premises Office, work, and storage areas Equipment deliveries and priorities Safety procedures First aid Security Housekeeping Working hours. PROGRESS / PROJECT MEETINGS: Conduct project meetings at the project site each week. Coordinate meeting date and time with Owner and Engineer. Z:WAN \SPECS \02032A- YK\01200.wpd May 16, 2003 CITY OF YAKIMA PROJECT MEETINGS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01200-2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Conduct progress meetings at the project site once each month. The last regularly scheduled project meeting of the month will include a review of the payment request. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier, or other entity d with + involved planning, coordination, performance of future entity GVI IGCr118U wiu i, ii rr t progress or invoivcu in � piai ling, vooruii �atiVi i, or pei ivi � i iai i�,c of iuiurc activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress. Agenda: Review and correct or approve minutes of the previous progress project meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, including, but not limited to the following: Submittal status review Application For Payment - Monthly Progress Meeting Contract modification review • Proposals Proposal Requests Construction Change Directives Change Orders Design /Construction issues DCVR status Supplemental instruction status Continuing issues New issues Information items Site observations. General Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the General Contractor's schedule, whether on time or ahead of or behind schedule. Determine how construction behind schedule will be completed; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract time. Review the present and future needs of each entity present, including the following: Time Sequences Status of submittals Deliveries ntf -city fahriratinn nrnhlamc Access Site utilization Temporary facilities and services Hours of work Z:VAN \SPECS \02032A- YK\01200.wpd May 16, 2003 CITY OF YAKIMA PROJECT MEETINGS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01200 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Hazards and risks Housekeeping Quality and work standards Change orders Documentation of information for payment requests. Reporting: After each progress project meeting date, the Engineer will distribute copies of minutes of the meeting to the Owner and to the Contractor. The Contractor may reproduce and distribute copies to other parties as applicable. Schedule Updating: The Contractor shall revise the construction schedule after each progress project meeting where revisions to the schedule have been made or recognized. Issue the revised schedule at each progress project meeting. PRE - INSTALLATION CONFERENCES: Refer to Section 01010. COORDINATION MEETINGS: Conduct project coordination meetings at regular intervals convenient for all parties involved. Project coordination meeting are in additional to specific meetings held for other purposes, such as regular progress meetings and special pre - installation meetings. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved. Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. END OF SECTION 01200 Z:VAN \SPECS \02032A- YK\01200.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specificatione G and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUM MARY: This Section specifies administrative and procedural requirements for submittals required for performance of the Work, including: Summary of Work/Project Controls instruction to Bidders Miscellaneous administrative submittals Contractor's construction schedule Shop drawings Product data Samples Submittals Daily Construction Reports, Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals not specified in this Section. Refer to Section 01600 for submittal of proposed substitute equipment and materials. • Include this Section as a line item on the project schedule. Refer to Instructions to Bidders for additional requirements. Various submittal requirements related to project completion and final payments are included in Section, Project Closeout. MISCELLANEOUS ADMINISTRATIVE SUBMITTALS: Contract requirements for miscellaneous administrative submittals include the following: Owner - Contractor Agreement: As indicated in the Contract Documents. Submit executed copies prior to commencing Work. Performance Bond / Labor « Iviatel ial Payment Bond: 1 of the Contract Swill including Washington State Sales Tax, per Section 1 -03.4 of the Standard Specifications. Certificate of Insurance: Comply with the requirements of Section 1 -07.18 of the Standard Specifications and Special Provisions. Submit prior to Notice to Proceed with Work. Certificate of Compliance: Submit prior to commencing Work. This is required only if Work is to he started before the Statement of Intent to Pay Prevailing Wages has been received. Statement of Intent to Pay Prevailing Wages: Must be submitted to the Department of Labor and Industries by the Contractor and subcontractors. Pre -pay the filing fees and include the filing fees Z:UAN \SPECS \02032A- YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON in the Basic Bid. No payments can be made until approved Intent to Pay Prevailing Wages forms have been received by the Owner. List of Subcontractors: Firm names, contact person, addresses, and telephone numbers of all subcontractors being hired under this Contract must be submitted to the Engineer. (Include state- ment of qualification and certification as required by individual Specification Sections.) No substitutions may be made without approval from the Engineer. Schedule of Values of Construction Cost: Within seven calendar days after the Notice to Proceed, provide the breakdown of the costs for the project. Submit the completed form to Huibregtse, Louman Associates, Inc. 801 No. 39` Avenue, Yakima, Washington 98902, within the time indicated. Affidavit of Wages Paid: Submit upon completion of the project to the Department of Labor and Industries. Pre -pay the filing fees and include the filing fees in the Basic Bid. Final payment cannot be released until the approved Affidavit of Wages Paid has been received by the Owner. List of all Proposed Products: To be Incorporated into the Project. Refer to Section 01600 for proposed substitutions. Certified Payroll: Provide certified payroll with each Application and Certificate. Building Permit: Provide a copy of the building permit to the Engineer. CONSTRUCTION SCHEDULE: (REFER TO THE STANDARD SPECIFICATIONS FOR ADDITIONAL INFORMATION) General: The following requirements establish minimum standards for the preliminary construction schedule to be provided by the Contractor. The preliminary schedule as acceptable to the Architect, will be the basis for the fully developed CPM networked construction schedule. CPM Networked Schedule: Submit a bar -chart or partially developed CPM -type schedule not less than five days prior to the date established for commencement of the Work. On the schedule, indicate a cost - loaded time bar for each major category or unit of Work for each phase to be performed at the site, properly sequenced and coordinated with other elements of Work. Show completion of the Work of each phase sufficiently in advance of the date established for the completion of the phase and show completion of the entirety of the Work sufficiently in advance of the date established for substantial completion. Schedule Layout: The schedule shall be "date oriented" with actual calendar dates laid out and referenced horizontally across the top of the schedule. As a minimum, indicate one -week time increments with each month. Construction activities shall be indicated by horizontal bars spaced vertically to allow for identification text. Activities: The preliminary schedule shall include adequate number of cost loaded activities of sufficiently limited duration to indicate the general course and phasing of the Work and the organization of each major Work element. Include all activities, even if minor, which are critical in the sequencing and scheduling of the Work. Miscellaneous: Have progress schedules prepared by personnel experienced in this type of Work and who are sufficiently familiar with the project. Have schedules drawn by experienced drafters using high- contrast uniform quality line work. Provide a background grid to assist in schedule Z:\JAN \SPECS \02032A- YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON readability. At the bottom of the schedule, summarize each week into the estimated cost to the project. Adjustments: Cooperate with the Owner and Engineer by adjusting and re- submitting the preliminary schedule as requested in order to illustrate accomplishment of th Work in a manner mutually acceptable to the parties involved. Distribute the preliminary schedule to each member of the construction team, particularly those who need to know about early scheduled activities, including the Engineer and the Owner. Updating, Schedule: Provide a revised, updated schedule with each application for payment, or more often as necessary to maintain job coordination. The maximum length of time between submittals of an updated schedule shall be 20 working days. Each re- submittal shall show revision date. Distribution: Following the initial submittal to and response by the Engineer, print and distribute progress schedules to the Engineer, Owner, principal subcontractors and suppliers or fabricators and others with a need -to -know schedule - compliance requirement. When revisions are made, distribute updated issues to the same entities. Should any activity not be completed within 15 days after the stated scheduled date, the Engineer and Owner shall have the right to order the Contractor to complete the activity by whatever means the Engineer deems appropriate and necessary, without additional compensation to the Contractor in accordance with the General Conditions of the Contract. Should any activity be 30 or more days behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. Cost incurred by the Owner in connection with completion of construction activity as provided for in the General Conditions under this article shall be reimbursed to the Owner by the Contractor. It is expressly understood and agreed that failure by the Owner to exercise the option to either order the Contractor to complete an activity or to complete the activity by other means shall not be considered precedent- setting of any other activities. On the first working day of each month following submittal described above, submit four prints of the construction schedule updated. DAILY CONSTRUCTION REPORTS: Prepare a daily construction report, recording the following information concerning events at the site; and I,, duplicate a the at L, intervals: JUUI I Ilt UUplll:dle copies to tl le Engineer at weeklyII IIGI V'QIJ. List of subcontractors at the site List of personnel at the site High and low temperatures, precipitation, and general weather conditions Accidents and unusual events Meetings and significant decisions Stoppages, delays, shortages, losses Meter readings and similar recordings Emergency procedures Orders and requests of governing authorities Z:WAN \ SPECS \02032A•YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Change orders received, implemented Services connected, disconnected Equipment or system tests and start -ups Partial completions, occupancies Substantial completions authorized Change Order, Construction Change Directive work performed (Provide number of each Change Order or Construction Change Directive or which work is performed). SHOP DRAWINGS: Submit all manufacturer's shop drawings within 60 days of Notice To Proceed. Include fabrication and installation drawings, setting diagrams, schedules, patterns, templates, and similar drawings. Include the following information: Dimensions Identification of products and materials included Compliance with specified standards Notation of coordination requirements Notation of dimensions established by field measurement All information as specified in individual Specification Sections List of variances from the Technical Specifications Specification Section Submittal: Submit one correctable translucent reproducible print and one blue or black -line print for the Engineer's review; the reproducible print will be returned, or six (6) copies of each submittal. Free hand drawings are not acceptable. The Engineer will not review the submittal. All submittals must be professionally drafted by use of straight edges or computer -aided equipment. Contractor Review /Approval: Prior to submitting shop drawings, Contractor shall thoroughly check, make any required corrections, and stamp and /or sign to indicate approval. Shop drawings received by the Engineer and not indicated as approved, or where it is apparent that Contractor failed to adequately check and correct same, will be returned for re- submittal. The Contractor shall note by "clouding" all areas where shop drawings deviate from the Contractor documents. Submittals found to deviate from the Contract Documents will be returned for clarification or rejection. Shop Drawings Required: Refer to individual Specification Sections. PRODUCT DATA: Submit all product data within 60 days of Notice To Proceed including printed information such as Manufacturer's installation instructions, catalog cuts, standard color charts, and similar information. Where product data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings." Where printed product data includes information on several products and /or options, some of which are not required, mark copies to indicate the applicable information. Include the following information: Manufacturer's printed recommendations Compliance with recognized trade association and testing agency standards Z:\JAN \SPECS \02032A- YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Notation of dimensions verified by field measurement Notation of coordination requirements Information as specified in individual Specification Sections Variances from the Technical Specifications Specification Section Do not submit product data until compliance with requirements of the Contract Documents has been confirmed and approval indicated on each submittal by Contractor, as required for shop drawings. Submittals: Submit six (6) copies of each required submittal. The Engineer will return four marked with action taken and corrections or modifications required. Data _J_ Refer Specification a t: S P Product Ll ells Reouired: 1"SCiCr to individual v7 i.1e1i171LQtIVIt is i:LiliJf i�s. SAMPLES: Submit all samples within 60 days of Notice to Proceed including partial Sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteris- tics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed. Submittals: Submit number and types of samples indicated in individual Specification Sections or, if not indicated, as requested by the Engineer. Samples Required: Refer to individual Specification Sections. SUBMITTAL PROCEDURES FOR SHOP DRAWINGS, PRODUCT DATA & SAMPLES: Coordination: After thorough review, transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Shop drawings not received by the Engineer within 45 days following the Contractor's Notice To Proceed will be considered untimely. The General Contractor shall clearly note any deviation from the Contract Specifications and Drawings and product data. Shop drawings which are not noted will be returned without review. If the deviation is not noted by the Engineer, it remains the Contractor's responsibility to provide what was drawn and specified by the Bid Documents. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for re- submittals. No extension of Contract time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. Submittal Transmittal: Transmit each submittal from Contractor to Engineer using a transmittal form including pertinent information on n at u re and status of suhmittal, a recording of any deviations from Contract Documents requirements and similar information. Z:UAN \SPECS\ 02032A•YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON MISCELLANEOUS TECHNICAL SUBMITTALS: Miscellaneous technical submittals include schedules, certificates and certifications, test reports, warranties, and similar submittals required by the Specifications, but not falling into categories of shop drawings, product data, or samples. Provide miscellaneous technical submittals in accordance with requirements specified in individual Specification Sections and /or other Division 1 Sections. ENGINEER'S ACTION: Unless otherwise specified, within 15 working days after receipt of the submittal, the Engineer will review the submittal and return the marked -up reproducible original or marked copies as noted above. The returned submittal will indicate one of the following actions: 1. If the review indicates that the material, equipment, test, or work method is in general conformance with the design concept and complies with the Contract Documents, submittal copies will be marked NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 2. If the review indicates that the submittal is insufficient or that limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided; otherwise, no further action is required. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "MAKE CORRECTIONS NOTED" or "REVISE AND RESUBMIT." If the comments are of a nature that can be confirmed without a resubmittal, copies will be marked "MAKE CORRECTIONS NOTED" with "CONFIRM" or "VERIFY" written where appropriate on the submittal. If the comments require a revision and resubmittal, copies will be marked "REVISE AND RESUBMIT." Except at its own risk, the Contractor shall not undertake work covered by this submittal until the attached comments have been either confirmed by a separate written communication or the submittal has been revised, resubmitted, and returned to the Contractor marked either NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, test, or work method is not in general conformance with the design concept or in compliance with the Contract Documents, copies of the submittal will be marked "REJECTED" and "REVISE AND RESUBMIT," or "REJECTED" and "SUBMIT SPECIFIED ITEM." Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the Contractor shall not undertake work covered by such submittals until a new submittal is made and returned marked either NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." EFFECT OF REVIEW OF CONTRACTOR'S SUBMITTALS A. Review of drawings, tests, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Owner or by any officer or employee of the Owner, and the Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work and test, material, or equipment so reviewed. A mark of NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the Owner has no objection to the Contractor, upon the Contractor's own responsibility, providing the materials or equipment proposed. Z:WAN \SPECS \02032A- YK\01300.wpd May 16, 2003 CITY OF YAKIMA SUBMITTALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01300 - 7 PARKS AND RECREATION DIVISION • YAKIMA, WASHINGTON B. The Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents. The review shall not extend to the means, methods, sequences, techniques, or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in w hich the item functions. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION 01300 Z:\JAN \SPECS \02032A- YK\01300.wpd May 16, 2003 CITY OF YAKIMA QUALITY CONTROL SERVICES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01400 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section specifies requirements for quality control services. Quality control services include inspections and tests and related actions including reports performed by independent agencies, governing authorities, and the General Contractor. They do not include Contract enforcement activities performed by the Engineer. Inspection and testing services shall in no way be construed to relieve the General Contractor of responsibility for compliance with Contract Document requirements. Inspections, tests, and related actions specified are not intended to limit the General Contractor's quality control procedures that facilitate compliance with Contract Document requirements. Requirements for the General Contractor to provide quality control services required by the Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this Section. RESPONSIBILITIES: General Contractor's Responsibilities: The General Contractor shall provide all inspections, tests, and similar quality control services specified in individual Specification Sections and required by governing authorities. Costs for these services shall be included in the Contract Sum. The General Contractor will engage and pay for the services of an independent agency to perform inspections and tests specified as the General Contractor's responsibility in each Section of the Specifications so indicated. Retesting: The General Contractor is responsible for retesting where results of required inspections, tests, or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of whether the original test was the General Contractor's responsibility. Cost of retesting construction revised or replaced by the General Contractor is the General Contractor's responsibility, where required tests were performed on original construction. Associated Services: The General Contractor shall cooperate with all agencies performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary service required includes, but are not limited to: Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests. Z:UAN \ SPECS \02032A- YK\01400.wpd May 16, 2003 CITY OF YAKIMA QUALITY CONTROL SERVICES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01400 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. Providing the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency. • Security and protection of samples and test equipment at the project site. Duties of the Testing Agency: The independent testing agency or agencies engaged to perform inspections, sampling, and testing of materials and construction specified in individual Specification Sections shall cooperate with the Engineer and General Contractor in the performance of its duties, and shall provide qualified personnel to perform required inspections and tests. The agency shall notify the Engineer and General Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract Documents, or approve or accept any portion of the Work. The agency or agencies shall not perform any duties of the General Contractor. Coordination: The General Contractor and each agency engaged to perform inspections, tests, and similar services shall coordinate the sequence of activities to accommodate required services with a minimum of delay. In addition, the General Contractor and each agency shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. The General Contractor is responsible for scheduling and notification of governing agencies of the times for inspections, tests, taking samples, and similar activities. SUBMITTALS: The independent testing agency shall submit a certified written report within 36 hours of each inspection, test, or similar service to the Engineer, in duplicate, unless the General Contractor is responsible for the service. If the General Contractor is responsible for the service, submit one copy of a certified written report of each inspection, test, or similar service to the General Contractor, and one copy to the Engineer. Submit additional copies as may be required of each written report directly to the governing authority. Report Data: Written reports of each inspection, test, or similar service shall include, but not be limited to: Date of issue Project title and numhar Name, address, and telephone number of testing agency Dates and locations of samples and tests or inspections Names of individuals making the inspection or test Description of the Work and test method Identification of product and Specification Section Z:\JAN \SPECS \02032A- YK\01400.wpd May 16, 2003 CITY OF YAKIMA QUALITY CONTROL SERVICES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01400 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Complete inspection or test data Test results and interpretations of test results Ambient conditions at the time of sample- taking and testing Comments or professional opinion as to whether inspected or tested Work complies with Contract Documents requirements Name and signature of laboratory inspector Recommendations on retesting. QUALITY ASSURANCE: Qualification for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are qualified to conduct the testing required for each discipline or part of the work covered by this Agreement. Each independent inspection and testing agency engaged on the project shall be authorized by authorities having jurisdiction to operate in the County and State in which the project is located. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION REPAIR AND PROTECTION: General: Upon completion of inspection, testing, sample- taking and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities, of exposed finishes. Protect construction exposed by or for quality control service activities, and protect repaired construction. Repair and protection is the General Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. Reports: Preliminary test result reports shall be submitted to the Engineer within 36 hours of the test taken, unless field tests indicate results lower than that required by the Contract Documents. Submit results of low test results to the Engineer within one hour after results of test are known. Final reports shall be submitted within five days of the time the test was taken. END OF SECTION 01400 Z:WAN \ SPECS \02032A- YK\01400.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART I- GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, IFIL.IUUIIIIJ. the Standard Specifications, General III:IdI allU Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. • SUMMARY: This Section specifies requirements for temporary services and facilities, including utilities, construction and si i fa(`illtiaC sari l rity, and prntndtidn. Temporary utilities required include, but are not limited to: Water distribution Temporary electric power distribution and lighting Telephone service Facsimile machine. Temporary construction and support facilities required include, but are not limited to: Temporary heat Field office and storage sheds Sanitary facilities Dewatering facilities Temporary enclosures Temporary project identification sign Waste disposal services Construction aids and miscellaneous services and facilities. Security and protection facilities required include, but are not limited to: Temporary fire protection Barricades, warning signs, lights Enclosure fence for construction area Environmental protection. QUALITY ASSURANCE: Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction. Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations," ANSI -A10 Series standards for "Safety Requirements for Construction and Demolition," and NECA Electrical Design Library, "Temporary Electrical Facilities ". Refer to "nuldellnes for Bid Conditions for Temporary Job Utilities and Services," prepared jointly by AGC and ASC, for industry recommendations. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service distribution. Z:WAN \SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Health and Safety Standards: Washington State Department of Labor and Industries, Division of Industrial Safety and Health, applicable chapters of the Washington Administrative Code (WAC) 296 -21, 296 -155 and 296 -62. PROJECT CONDITIONS: Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, or unsanitary conditions or public nuisances to develop or persist on the site. PART2- PRODUCTS MATERIALS: General: Provide new materials; if acceptable to the Engineer, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. Sign Materials: For signs and directory boards, provide exterior type, Grade B -B high- density overlay plywood conforming to PS -1, or sizes and thicknesses indicated. Provide exterior grade acrylic -latex -base enamel for painting panels and applying graphics. Open -Mesh Fencing: Provide 11- gauge, galvanized, two -inch, chain link fabric fencing six feet high and galvanized steel pipe posts, 1 -1/2" I.D. for line posts and 2 -1/2" I.D. for corner posts. Relocate fencing to new position to provide staging area as necessary for Work to progress. Replace fencing damaged by construction during the construction project. EQUIPMENT: General: Provide new equipment or undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended. Provide equipment and accessories complying with requirements of applicable codes, laws, rules, regulations, and standards. Lamps and Light Fixtures: Provide general service incandescent lamps with guard cages of wattage required for adequate illumination to meet Washington State Health and Safety Standards WAC 296 -21, 296 -155. (Only where existing lighting fixtures are unavailable.) Heating Units: Provide temporary heating units that have been tested and labeled by UL, FM, or another recognized trade association related to the type of fuel being consumed. Use of gasoline- burning space heaters, open flame, or salamander -type heating units is prohibited. Temporary Offices: Provide prefabricated or mobile units or similar job -build construction with lockable entrances, operable windows, and serviceable finishes. Temporary Toilet Units: Provide self- contained single- occupant toilet units of the chemical, aerated recirculation type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. First Aid Supplies: Comply with governing regulations. Z:UAN \ SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Fire Extinguishers: Provide hand - carried, portable UL- rated, Class "A" fire extinguishers for temporary offices and similar spaces. In other locations, provide hand - carried, portable, UL- rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures. Comply with NPFA 10 and 241 for classification, extinguishing agent and size r b location and class of fire exposure. Water Hoses: Provide as needed 3/4" heavy -duty, abrasion - resistant, flexible rubber hoses 100 feet long, with pressure rating greater than the maximum pressure of the water distribution system; provide adjustable shut -off nozzles at hose discharge. Electrical Outlets: Provide properly configured NEMA polarized outlets to prevent insertion of 110 -120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground -fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. Electrical Power Cords: Provide grounded extension cords; use "hard - service" cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electrical cords if single lengths will not reach areas where construction activities are in progress. PART 3 - EXECUTION INSTALLATION: Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required due to continuing construction operations and to allow continuous Owner - access to occupied buildings and portions of site. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove from site until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. TEMPORARY UTILITIES INSTALLATION: General: For service sources not provided by Owner, engage the appropriate local utility company or authority to install temporary service or connect to existing service. Where the company provides only part of the service, provide the remainder with matching, compatible materials and equipment; comply with the company's recommendations. Arrange with the company and existing users for a time when service can be interrupted, where necessary, to make connections for temporary services. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked -in services. Use Ch Co or use c harges for t facilities are not chargeahle to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order. The Owner will not pay for any charges for the General Contractor's Lase of permanent utilities until after taking possession of the building. Z:WAN \SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Water Service: Make arrangements with the City of Yakima for water service for construction purposes. The Owner will make available existing domestic water hose bibs adjacent to the work following request of the Contractor. All temporary piping, distribution hoses, and equipment as required to service the Contractor's construction needs are to be provided by the Contractor. Temporary Electric Power Service: Contractor shall provide and make all necessary arrangements for temporary power service. The Contractor may use the Owner's power provided it does not interfere with the Owner's operations. Provide weatherproof, grounded, electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meter, transformers, overload disconnects, automatic ground -fault interrupters, and main distribution switch gear. Temporary Lighting: Install and operate temporary lighting, as required to fulfill security and protection requirements, and to provide adequate illumination for construction operations not less than required by the Washington State Department of Health, in every space under construction. Temporary Telephones: Provide temporary telephone service for all personnel engaged in construction facilities, throughout the construction period. Install telephones on a separate line for each temporary office and first aid station. Post list of important telephone numbers at each telephone. Facsimile Machine: Provide facsimile machine for communication of information during the construction period. Locate facsimile machine in temporary office. TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION: Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities where approved by Owner. Facilities shall be located within the staging areas. Maintain temporary construction and support facilities until near Substantial Completion. Relocate as necessary during the course of the project. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion may be permitted to use permanent facilities, under conditions acceptable to the Owner. Temporary Heat: Provide temporary heat as may be required by construction activities, for curing or drying of completed installations or protection of installed construction from adverse effects of low temperatures or high humidity. Select safe equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce the ambient condition required and minimize consumption of energy. Use of the new permanent HVAC system is prohibited without written approval from the Owner. Use of gasoline- burning space heaters, open flame, or salamander -type heating units is prohibited. Field Offices: Provide weather -tight temporary offices of sufficient size to accommodate required office personnel at the project site, including construction progress meetings and conferences (for 8 people at a single table). Equip with facilities for storage and layout of drawings and construction - related documents, samples, etc. Storage and Fabrication Sheds: Provide as necessary for protection of materials and to perform the Work. Keep neat and clean so as to not create an eyesore or fire hazard. Z:UAN \SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Sanitary facilities include temporary toilets, wash facilities, and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures and facilities. Empty waste containers on a weekly basis by firm licensed to remove and dispose of waste. Toilets: Install self- contained toilet units. Empty pty containers on a weekly basis by a firm licensed to remove and dispose of waste. Dewatering Facilities and Drains: Comply with dewatering requirements of applicable Division 2 Sections. Maintain the site, excavations, and construction free of water. Temporary Enclosures: Provide temporary enclosure for protection and security of new and existing improvements, construction in progress, and completed Work. Provide as necessary to protect from exposure, foul weather, other construction operations, and to provide security. Refer to other Sections of the Specification for specific requirements. Cap open ends of all new ductwork during the construction period and remove prior to start -up and testing at substantial completion. Where heat is needed and the ent building is .not complete provide Vamp vr•�.ere a,ea� is eeu�u a..0 i�� perr�iai�.,, u..,,..ing � ., .. ., �.. r ,, .,w , r .. . heated enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects. Close openings through floor and roof decks and horizontal surfaces with load- bearing wood - framed construction. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material in a lawful manner. Burning of any waste material on site is strictly prohibited. SECURITY AND PROTECTION FACILITIES INSTALLATION: Temporary Fire Protection: Install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations" and requirements and recommendations of state and local authorities. Locate fire extinguishers where convenient and effective for their intended purpose. Store combustible materials in containers in fire -safe locations. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Enclosure Fence: Before excavation, demolition or other construction operations begin install enrincuire fences with lockable entrance gates. Locate in configurations shown and /or required to enclosure portions of the site determined sufficient to ac construction operations and as acceptable to Owner for each project phase or portion thereof. Install in a manner that will prevent people, dogs, and other animals from easily entering construction areas except by the entrance gates. Z:WAN \ SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Fence all open excavations. Contractor's option to provide six - foot -high, open -mesh, chain link fencing with posts for his staging area or allow the existing site fence to protect on -site materials. Do not drive posts into asphalt. The number and size of gate access is to be determined by the General Contractor. The Owner will not be responsible for any loss of materials by the Contractor during the course of the project. Relocate and revise fencing configuration throughout the course of the project as required to perform the Work within site usage constraints. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. General Contractor shall be responsible for securing entrances within the construction area at the end of each day's work until final completion or as coordinated with the Owner. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup as determined by the General Contractor. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise - making tools and equipment to hours that will minimize complaints from persons on /or near the site. Do not work during hours prohibited by the City of Yakima. OPERATION, TERMINATION, AND REMOVAL: Operation of New Equipment for construction activity is prohibited. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24 -hour day basis where required to achieve indicated results and to avoid possibility of damage. Protection: Prevent water - filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. Termination and Removal: Remove each temporary facility when the need has ended or when replaced by authorized use of a permanent facility. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. Materials and facilities that constitute temporary facilities are property of the Contractor. Z:WAN \SPECS \02032A- YK\01500.wpd May 16, 2003 CITY OF YAKIMA TEMPORARY FACILITIES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01500 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON At project completion, clean and renovate permanent facilities that have been used during the construction period, including but not limited to: Replace air filters and clean inside of ductwork and housing. Replace significantly worn parts and parts that have been subject to unusual operating conditions. Replace lamps that are burned out or noticeably dimmed by substantial hours of use. Remove temporary paving that is not intended fnr nr acceptable fnr integration into permanent paving. Where the area is intended for landscape development, remove soil and aggregate fill that does not comply with requirements for fill or subsoil in the area. Remove materials contaminated with road oil, asphalt, and other petrochemical compounds, and other substances which might impair growth or plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at the temporary entrances, as required by the governing authority. END OF SECTION 01500 Z:WAN \SPECS \02032A•YK\01500.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01600 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section establishes standards and procedures relating to the provision of products, equipment, and materials for incorporation into the project and substitution requests. Where not specifically indicated otherwise, requirements herein shall apply for products, equipment, and materials upon which a Bid for the project is based and for products, equipment, and materials actually provided after the Contract is awarded. Standards: Refer to Section 01090, Definitions and Standards, for applicability of industry standards to products specified. DEFINITIONS: Definitions used in this Article are not intended to change the meaning of other terms used in the Construction Documents, such as "specialties," " systems," " structure," "finishes," "accessories" and similar terms. Such terms are self - explanatory and have well- recognized meanings in the construction industry. "Products" are items purchased for incorporation in the Work, whether purchased for the project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system" and terms of similar intent. "Named Products" are items identified by Manufacturer's product name, including make or model designation, indicated in the Manufacturer's published product literature, that is current as of the date of the Construction Documents. "Approval" is defined as Engineer's approval of a requested substitution for specified products and /or acceptable Manufacturer of products subject to requirements specified herein. The term "approval" used in this context is conditional, is based wholly or in part upon representations made by the party requesting the substitution, and is subject to limitations as defined in Division 1 Section, Definitions and Standards. "Foreign Products," as distinguished from "domestic products," are items substantially manufactured ($2,500 or more of value) outside the United States and its possessions. Products produced or supplied by entities substantially owned (more than $2,500) by persons who are not citizens of, nor living within, the United States and its possessions are also considered to be foreign products. "Materials" are products substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. Product List Schedule: Prepare a schedule showing all products specified in a tabular form acceptable to the Engineer. Include generic names of products required. Include the Manufacturer's name and proprietary product names for each item listed. Z:WAN \SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK !MPROVEMENT PROJECT - PHASE 1 Section 01600 - 2 PARKS AND RECREATION DIVISION • YAKIMA, WASHINGTON Form: Prepare product list with information on each item tabulated under the following column headings: Related Specification Section number Generic name used in Contract Documents Proprietary name, model number, and similar designations Manufacturer's name and address Supplier's name and address Installer's name and address Projected delivery date or time span of delivery period Initial Qi ihmi +tai• \A/ithin 10 dn a ftor r1 to of rnmmonr'omant of tha Wnrk ci ihmit thraa nnr iac of an initial product list. Provide a written explanation for omissions of data and for known variations from Contract Requirements. Completed Schedule: Within 20 days after date of commencement of the Work, submit three copies of the completed Product List schedule. Provide a written explanation for omissions of data, and for known variations fr o111� Contract act Require i e 1 . Engineer's Action: The Engineer will respond in writing to Contractor within two weeks of receipt of the completed Product List. No response within this period constitutes no objection to listed Manufacturers or products, but does not constitute a waiver of the requirement that products comply with Contract Documents. The Engineer's response will include a list of unacceptable product selections, containing a brief explanation of reasons for this action. QUALITY ASSURANCE: Source Limitations: To the fullest extent possible, provide products of the same kind from a single source. When specified products are available only from sources that do not, or cannot, produce a quantity adequate to complete project requirements in a timely manner, consult with the engineer to determine the most important product qualities before proceeding. Qualities may include attributes, such as visual appearance, strength, durability, or compatibility. When a determination has been made, select products from sources producing products that possess these qualities, to the fullest extent possible. Compatibility of Options: When the Contractor is given the option of selecting between two or more products for use on the project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. Foreign Product Limitations: Except under one or more of the following conditions, provide domestic products, not foreign products, for inclusion in the Work: No available domestic product complies with the Contract Documents. Nameplates: Except for required labels and operating data, do not attach or imprint Manufacturer's or • producer's nameplates or trademarks on exposed surfaces of products that will be exposed to view in occupied spaces or on the exterior. Labels: Locate required product labels and stamps on concealed surfaces or, where required for observ after installation, on accessible surfaces that are not cnnspint ini IQ . Z:WAN \SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01600 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Equipment Nameplates: Provide a permanent nameplate on each item of service- connected or power - operated equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data: Name of product and Manufacturer Model and serial number Capacity Speed Ratings SUBMITTALS: Request for Prior Approval: No pre -bid approval of any proposed substitute equipment or material will be granted prior to the bid opening. If a Bidder, sub - bidder or supplier proposes to base a portion of his Bid upon, and subsequently provide, a product, equipment, or materials not specifically indicated in the proposed Contract Documents, or a product of a listed "acceptable Manufacturer" which does not fully comply with technical Specification requirements, and the Bidder becomes the project Contractor, he may submit a request for approval after Contract award as described under "Substitutions" later in this Section. PRODUCT DELIVERY, STORAGE AND HANDLING: Deliver, store, and handle products in accordance with the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. Deliver products to the site in the manufacturer's original containers, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. Inspect products upon delivery to ensure compliance with the Construction Documents and to ensure that products are undamaged and properly protected. Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. PART 2- PRODUCTS PRODUCT SELECTION: General Product Requirements: Provide products that comply with the Construction Documents that are undamaged and, unless otherwise indicated, unused at the time of installation. Provide products complete with all accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and for the intended use and effect. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. Product Selection Procedures: Product selection is governed by the Construction Documents and governing regulations, not by previous project experience. Procedures governing product selection include the following: Z:UAN \SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 91699 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Proprietary Specification Requirements: Where only a single product or Manufacturer is named, provide the product indicated. No substitutions will be permitted. Semi - proprietary Specification Requirements: Where two or more products or Manufacturers are named, provide one of the products indicated. No substitutions will be permitted. Where products or Manufacturers are specified by name, accompanied by the term or approved equal," comply with the Contract Document provisions concerning "Substitutions" found later in this Section to obtain post- contract award approval. Listed Mani ifa•ti firers / "Accaptahla" Manufact Where Specification S list "acceptable" Manufacturers "subject to compliance with requirements," Bidders shall base their Bids on, and shall provide for incorporation into the project, only materials, equipment, and products from those listed Manufacturers whose available materials, equipment, and products comply with all technical Specification and other Contract Document requirements including color, texture, and other visual requirements. For certain listed or "acceptable" Manufacturers, provision of products in compliance with requirements" may entail custom fabrication, tooling, pigment mixing, custom manufacturing processing, purchases from vendors other than those customarily used, etc. It shall be the sole responsibility of the Bidder and the successful Bidder /Contractor to ensure that his sub - bids and supplier quotes are based on, and that Manufacturer's products incorporated into the project comply with, requirements of the Contract Documents. Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by the Manufacturer for the application indicated. General overall performance of a product is implied where the product is specified for a specific application. Manufacturer's recommendations may be contained in published product literature or by the Manufacturer's certification of performance. Compliance with Standards, Codes, and Regulations: Where the Specifications only require com- pliance with an imposed code, standard or regulation, select a product that complies with the standards, codes, or regulations specified. Visual Matching: Where Specifications require matching an established sample, the Engineer's decision will be final on whether a proposed product matches satisfactorily. Where no product available within the specified category matches satisfactorily and also complies with other specified requirements, comply with provisions of the Construction Documents concerning "substitutions" for selection of a matching product in another product category or for noncompliance with specified requirements. Visual Selection: Where specified product requirements include the phrase "...as selected from Manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and Z:VAN \SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01600 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Manufacturer that complies with other specified requirements. The Engineer will select the color, pattern, and texture from the product line selected. SUBSTITUTIONS: Conditions: After bid award, the Contractor's substitution request(s) will be received and considered by the Engineer when all of the following conditions are satisfied, as determined by the Engineer. Substitution requests may only be made by the General Contractor. Substitution Request Form (following this Specification Section): Fully completed form must accompany each request for substitution as a condition of Engineer's consideration. Provide two copies of the form and all descriptive material for each request. Include a complete description of the proposed substitute, a sample of the proposed substitution, drawings, cuts, performance and test data, samples, etc., as necessary for a complete evaluation by the Engineer and his consultants, if applicable. Neatly bind, organize, and identify all material. Where items can be physically transmitted by mail or delivery, a sample must be included. Provision of complete and comprehensive information, leaving no doubt that the proposed products comply completely with requirements, is recommended. Information lacking clear indications that products comply with specified requirements, such as "non- standard" finishes, availability of colors and similar conditions, as applicable, will likely not result in the Engineer's prior approval. Provide such additional information as may be requested by the Engineer within the time constraints indicated. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Engineer for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. Extensive revisions to Construction Documents are not required. Proposed changes are in keeping with the general intent of Construction Documents. Substitutions requested solely for the convenience or economic gain of the Contractor, subcontractors, and /or suppliers will not be approved or reviewed by the Engineer. The proposed substitution, as described above, may be made by the Contractor prior to the submittal of shop drawings for the proposed substitution or with the Contractor's submittal of the shop drawings. The Engineer's acceptance of shop drawings, and /or a substitution request, product data or samples that relate to that construction activity does not constitute approval of the substitution. ENGINEER'S REVIEW Review by the Engineer does not relieve the Contractor from responsibility for errors which may exist in the submitted data. Z:WAN \ SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PRODUCTS AND SUBSTITUTIONS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01600 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Within one week of receipt of the proposed substitution request, the Engineer will request additional information or documentation necessary for evaluation of the request. Within two weeks of receipt of the request, or one week of receipt of the additional information or documentation, which ever is later, the Engineer will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision cannot be made within the time herein allocated, the Contractor will use the product specified and proceed with shop drawing submittal for that product. Acceptance will be in the form of a Change Order or Supplemental Instructions, whichever is appropriate. PART 3 - EXECUTION INSTALLATION OF PRODUCTS: Comply with Requirements of Section 01040, Coordination, and individual Specification Sections. END OF SECTION 01600 Z:WAN \ SPECS \02032A- YM01600.wpd May 16, 2003 SUBSTITUTION REQUEST FORM (Refer to Section 01600 - Substitution requests will not be considered without submittal of this completed form.) CITY OF YAKIMA KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON TO: HUIBREGTSE, LOUMAN ASSOCIATES, INC. We, the undersigned, have reviewed technical requirements for the above project and hereby submit for your consideration the following • product instead of the specified item: 1. Section: Specified Item: 2. Proposed substitution: 3. Reason for substitution: 4. Attachments: Yes No Technical data, including laboratory tests, if applicable. Yes No Complete information on changes to Drawings /Specifications which proposed substitution will require for proper installation. Yes No Effects of substitution on Drawing dimensions. 5. Yes No The undersigned will pay for changes to the building and systems design, including engineering and detailing costs caused by the requested substitution. 6. Yes No Does substitution have effect on other trades; describe: 7, Describe differences between proposed substitution and specified item: 8. Yes No Maintenance and services parts will be as readily available as for specified item. 9. Yes No Manufacturer's guarantees of the proposed and specified items are the same; describe difference: 10. Yes No Sample of Proposed Substitution Submitted. (If samples are not submitted, the product may be rejected by Architect.) The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item. Submitted by: Firm For use by Design Consultant; Address Accepted Accepted as noted Not Accepted Received too late By By (Signature and Title) Date Date Telephone Remarks Facsimile Z:WAN \SPECS \02032A- YK\01600.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections. SUMMARY: This Section comprises four percent (4 %) of the total construction cost of the project and specifies administrative and prnrardural racy iirementsfnr projectt_Incanut, involving all the Work remaining to achieve final completion of the Construction Project. This includes, but is not limited to, the following: Final occupancy permits (fire, health, electrical, plumbing, building, etc.) Application and Certificate for Payment inspection Procedures Project Record Document Submittal Operation & Maintenance Manuals Submittal Warranties 1 VVatidil Submittal Final Cleaning • Completion of Punch List Items Delivery of extra materials to Owner Certificate of Occupancy Submit certified payroll Approval of the City of Yakima Code Enforcement Department Approval of the City of Yakima Fire Department Approval of the City of Yakima Engineering Department Closeout requirements for specific construction activities are included in the appropriate Sections. Payment to the Contractor for this line item in the Schedule of Values will not be made until all items are received, completed, and approved the Owner. SUBSTANTIAL COMPLETION: Refer to Section 1- 05.11(1) (APWA Only). Prior to requesting the Engineer to establish the Substantial Completion Date, the Contractor will also comply with the following conditions: Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates, and similar releases. Submit record drawings, maintenance manuals, approved shop drawings, test and balance reports, and submittals. Deliver tools, spare parts, extra stock, and similar items. The General Contractor shall submit a letter to the Owner indicating that to the best of their knowledge no products containing asbestos were used in the project. inordinate the final When.. -nvar of narmanant inrkc \nrith the (lv\mar. Submit any outstanding Change Orders for final approval. Z:VAN \SPECS \02032A- YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock -ups, and similar elements. Complete final clean UP requirements, including touch -up painting. Touch -up and otherwise repair and restore marred exposed finishes. RECORD DOCUMENT SUBMITTALS: General: Do not use Record Documents for construction purposes; but protect from deterioration and loss in a secure, fire - resistive location; provide access to Record Documents for the Engineer's reference during normal working hours. Update changes on a bi- weekly basis. Record Drawings: Maintain a clean, undamaged set of blueline print drawings of Contract Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown or where Work is shown diagrammatically on Contract Drawings. Mark whichever drawing is most capable of showing conditions fully and accurately. Give particular attention to concealed elements that would be difficult to measure and record at a later date. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the Work. Mark new information that is important to the Owner, but was not shown on Contract Drawings or Shop Drawings. Note related Change Order numbers where applicable. Organize Record Drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set. Transfer record information onto a Mylar sepia reproducible of the entire set of contract document drawings. All work shall be neatly and professionally drafted. Note: Printing of original drawings to produce as- built, sepia Mylar drawings as required herein is Contractor's responsibility and shall be paid for by Contractor. Engineer will make original contract drawings available to Contractor (at Contractor's expense for reproduction) so that these can be made. Record Specifications: Maintain one complete copy of the Construction Specifications, including addenda, and one copy of other written Construction Documents such as change orders and modifications issued in printed form during construction. Mark these documents to show substantial variations in actual work performed in comparison with the text of the Construction Specifications and modifications. Give particular attention to substitutions, selection of options, and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. Note related record drawing information and product data. Upon completion of the Work, submit record Construction Specifications to the Engineer for the Owner's records. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record - keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly Z:WAN \SPECS \02032A- YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON identified and bound or filed, ready for continued use and reference. Submit to the Engineer for the Owner's records. Maintenance Manuals: Organize operating and maintenance data into three suitable sets of manageable size. Refer to mechanical and electrical Specifications for additional requirements. wind properly indexed data into as many individual, heavy -duty three -inch or larger, three -ring, vinyl- covered binders, with pocket folders for folded sheet information as required to hold all information required. Mark appropriate identification on front and spine of each binder. Provide section tabs for each Section of the Specification that requires data to be provided. Include the following types of information: Emergency instructions Spare parts listing Copies of warranties • vviniiy diagrams Recommended "turn- around" cycles Inspection procedures Shop drawings and product data Fixture tamping schedule Telephone /Data diagrams FINAL INSPECTION AND PHYSICAL COMPLETION: Refer to Section 1- 05.11(2) (APWA Only). The Contractor shall also comply with Section 1- 05.11(3) Operational Testing, prior to requesting Final Inspection. Submit the Final Payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION CLOSE -OUT PROCEDURES: Operating and Maintenance Instructions: Arrange for each installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. If installers are not experienced in procedures, provide instruction by Manufacturer's representatives. Include a detailed review of the following items: Maintenance manuals Record documents • Spare parts and materials Tools Lubricants Fuels V Identification systems Control sequences Hazards Cleaning Z:VAN \SPECS \02032A•YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Warranties and bonds Maintenance agreements and similar continuing commitments. As part of instruction for operation of equipment, demonstrate the following procedures: Start -up Shut -down Emergency operations Noise and vibration adjustments Safety procedures Economy and efficiency adjustments Effective energy utilization. FINAL CLEANING: General: General cleaning during construction is required by the General Conditions and included in Section 01500, Temporary Facilities. Cleaning: Employ professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with Manufacturer's instructions. Complete the following cleaning operations before requesting observation for Final Inspection and Physical Completion. Remove labels that are not permanent labels. Wipe down walls to remove construction dust. Vacuum and mop all floor surfaces as recommended by Manufacturer. Wipe surfaces of mechanical and electrical equipment clean. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Clean the site, including landscape development areas, of rubbish, litter, and foreign substances. Sweep paved areas broom clean, remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even - textured surface. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner. Z:WAN \SPECS \02032A- YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON REQUIRED PROJECT OPERATION AND MAINTENANCE MANUALS, WARRANTIES AND AS BUILT DRAWINGS As- Builts Drawing Sheet No. Type of Drawings Received HLA C1.0 through C4.2 Mylar Reproducible A1.1 through A2.2 Mylar Reproducible S1.1 through S1.3 Mylar Reproducible M1.1 through M4.1 Mylar Reproducible L1.1 through L3.0 Mylar Reproducible E1.0 through E4.0 Mylar Reproducible Operations and Maintenance Manual and Warranty Submit (3) Copies Warranty Specification Section Requirements Period* Received HLA General Conditions Warranty 1 Year General Contractor 02800 Site Improvements Shop Drawings 1 Year Product Data 02810 Irrigation Shop Drawings 1 Year Product Data 02900 Landscaping /Planting Material Data 1 Year 03300 Concrete Work Shop Drawings 04200 Unit Masonry Material Data 05120 Structural Steel Shop Drawings 05220 Steel Joists & Girders Shop Drawings 05310 Metal Decking Show Drawings 05500 Metal Fabrications Shop Drawings 05580 Sheet Metal Fabrications Shop Drawings 07160 Bituminous Dampproofing Product Data 07 B iilrlinn Inca nation Product Data 07410 Pre - Formed Roofing Finish Warranty 20 Year And Siding Product Data Shop Drawings Z: JAMSPECS \02032A- YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 07530 Single -Ply Membrane Warranty 15 Year Roofing Product Data 07620 Flashing and Sheet Metal Warranty 2 Year Product Data Shop Drawings Finish 20 Year 07901 Joint Sealers Product Data 07905 Paving Joint Sealants Product Data 08110 Steel Doors and Frames Product Data Shop Drawings 08331 Overhead Coiling Doors Warranty 10 Year Product Data/Shop Drawing 08710 Door Hardware Warranty 1 Year, Closers - 10 -Year Product Data Maintenance Information 08950 Fiberglass Sandwich Warranty 1 Year Panel Skylights Product Data Maintenance Information 09300 Ceramic Tile Product Data Extra Materials 09665 Resilient Base Product Data Maintenance Information 09900 Painting Product Data Color Schedule Maintenance Information 10155 Toilet Compartments Product Data Maintenance Information 10350 Flagpoles Shop drawings Product Data 10425 Signs Product Data 10522 Fire Extinguishers, Cabinets, Product Data and Accessories 10800 Toilet Accessories Product Data Shop Drawings Z:WAN \SPECS \02032A- YK\01700.wpd May 16, 2003 CITY OF YAKIMA PROJECT CLOSEOUT KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01700 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 12370 Interior Architectural Product Data Casework Shop Drawings Color Schedule Maintenance Information 13126 Sports Field Lighting Warranty 10 Year Product Data Shop Drawings Maintenance Information 15000 Mechanical Plumbing Warranty 1 Year • Product Data Shop UIdVVIIIys Maintenance Information HVAC Warranty 1 Year Product Data Shop Drawings Maintenance Information 16000 Electrical Warranty 1 Year Product Data Shop Drawings Maintenance Information Warranty Period* Refer to Section 01740 Warranties and Bonds, General and Supplementary Conditions, and other Division 1 Specifications for additional information. END OF SECTION 01700 Z:WAN \ SPECS \02032A•YK\01700.wpd May 16, 2003 CITY OF YAKIMA WARRANTIES & BONDS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01740 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and General Provisions of Contract, including the Standard Specifications, General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. SUMMARY: This Section specifies general administrative and procedural requirements for warranties and bonds required by the Construction Documents, including Manufacturers' standard warranties on products and special warranties. Refer to the Standard Specifications, Section 1 -03.4, for terms of the Contractor's special warranty of workmanship and materials. The warranty period for all general construction, mechanical, and electrical work shall not be less than one year from the date of Substantial completion of each portion of the work. Substantial Completion Schedule is in Section 01010, Summary of Work/Project Controls. General closeout requirements are included in Section 01700, Project Closeout. Specific requirements for warranties for the Work and products and installation that are specified to be warranted, are included in the individual Sections. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, Manufacturers, and subcontractors required to countersign special warranties with the Contractor. WARRANTY REQUIREMENTS: Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replace- ment or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Construction Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefitted from use of the Work through a portion of its anticipated useful service life. Owner's Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights, and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Construction Documents. Z:UAN \ SPECS \02032A- YK\01740.wpd May 16, 2003 CITY OF YAKIMA WARRANTIES & BONDS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 01740 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON The Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so. SUBMITTALS: Submit written warranties to the Engineer prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Engineer. When a special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. draft to the Owner th th.. Engineer IVf �X�(:U 11Uil iJ)7 Li li; iC(.�UIi�U �7cii tiCS. Submit a Viziii iV UiC l>WtICi through VUL�iI iI1C CftI�. IIICer loi approval prior to final execution. Form of Submittal: At Final Completion, compile two copies of each required warranty and bond properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Construction Docu- ments. Bind warranties and bonds in heavy -duty, commercial quality, durable 3 -ring vinyl- covered, loose -leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -1 /2" by 11 " paper. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. Identify each binder on the front and the spine with the typed or printed title "WARRANTIES AND BONDS," the Project title or name, and the name of the Contractor. When Operating and Maintenance Manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable) END OF SECTION 0 1 74C) Z:WAN \SPECS \02032A- YK\01740.wpd May 16, 2003 DIVISION 2 - SITE WORK CITY OF YAKIMA PUBLIC STREET IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02000 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including the Standard Specifications, General and Supplementary Conditions, other Division 1 Specification Sections, and the City of Yakima Special Provisions for Private Construction of Public Facilities apply to this Section. Refer to Appendix A. SUMMARY: This Section describes requirements for construction of improvements to South 13 Avenue and Beech Street in the public right of way. This work shall be constructed according to Drawings, Specifications, Standard Details, and Special Provisions of these Contract Documents. Although not labeled as such, the Work described above and the documents attached herein shall be considered as Section 02000 of the Contract Documents. The documents relating to this Work include: 1. Project Drawings C4.0 through C4.2. 2. City of Yakima Standard Details and Special Provisions included as Appendix A of this project manual. The Contractor is advised to refer to City of Yakima Specifications for insurance and pre- construction requirements for this Work. The Work of this Section will be inspected during construction by the City of Yakima. The Construction Supervisor for the City of Yakima is Bruce Floyd, (509) 575 -6138. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION 02000 • Z:\JAN \SPECS \02032A- YK\02000.wpd May 16, 2003 CITY OF YAKIMA SITE DEMOLITION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02060 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Work 1, d this section is of all work necessary to remove fro th sits in h. vvCirn included in � this Se%uvll consists all `Y "rVl l\ 1 GGG y - , accordance with these Specifications, those items so indicated on the Drawings. B. This section includes removal of structures, concrete foundations and footings, buildings, plumbing and fixtures, lighting and electrical services, water and sewer services, asphalt paving, and related items. C. Dust control shall be provided for the full duration of the project. 1.02 RELATED SECTIONS A. Section 02110 - Site Clearing 1.03 REFERENCE STANDARDS A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable Local, State, and Federal codes for environmental requirements, disposal of debris, burning debris on site. B. Coordinate demolition work with utility companies and the City of Yakima Water and Irrigation Division and the Wastewater Division. C. Conform to clean air regulations of the Washington Department of Ecology. Copy of regulations are available at the Central Regional Office, Washington Department of Ecology, Yakima, Washington. D. Comply with the State of Washington regulation regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1.05 QUALITY ASSURANCE A. Work shall be performed in accordance with the requirements of Section 2 -01, Clearing, Grubbing, and Roadside Cleanup, and Section 2 -02, Removal of Structures and Obstructions, of the WSDOT /APWA Standard Specifications. B. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the S methods needed for the w ork of this e methods VJ IIGGVGV for the work of this V VV41 v,,. PART2- PRODUCTS 2.01 MATERIALS NOT USED. Z:WAN \SPECS \02032A•YK\02060.wpd May 16, 2003 CITY OF YAKIMA SITE DEMOLITION KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02060 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed, noting the proximity of the adjacent existing ballfield K -1 which will remain in service by the City of Yakima during this project. 3.02 DEMOLITION A. Prior to the start of demolition, carefully study the Drawings and these Specifications. B. Visit the site in the company of the Engineer and verify the extent of demolition to be performed if there are questions. C. Using only the means and equipment approved for the intended purpose by the governmental agencies having jurisdiction, demolish and completely remove from the job site the existing construction designated to be removed. D. Shut off, cap, and otherwise protect existing public utility lines to remain. E. Completely remove footings, foundations, and above - ground and under - ground construction of all kinds. Remove rocks larger than 6 inches in diameter, roots, and debris. F. In the event of demolition of items not so scheduled to be demolished, promptly replace such items to the approval of the Engineer at no cost to the Owner. 3.04 REMOVAL A. Demolished material shall be considered to be the property of the Contractor and shall be completely removed from the job site. 3.05 DUST CONTROL A. The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes, orchards, and crops from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. B. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to order for dust control measures. END OF SECTION 02060 Z:WAN \SPECS \02032A- YK\02060.wpd May 16, 2003 CITY OF YAKIMA SITE CLEARING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02110 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Work included in this section consists of all work necessary to prepare th s it e f f site work activities such as excavation, backfilling, and earthwork. B. This section includes removal of surface debris; weeds, shrubs, and other plant life; and removal of large surface rock, concrete slabs and curbs, asphalt paving, and abandoned utilities. C. Dust control shall be provided for the full duration of the project. 1.02 RELATED SECTIONS A. Section 02900 - Landscape /Planting 1.03 REFERENCE STANDARDS A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable Local, State, and Federal codes for environmental requirements, disposal of debris, burning debris on site. B. Coordinate clearing work with utility companies. C. Conform to clean air regulations of the Washington Department of Ecology. Copy of regulations are available at the Central Regional Office, Washington Department of Ecology, Yakima, Washington. D. Complywith the State of Washington regulation regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1.05 QUALITY ASSURANCE A. Work shall be performed in accordance with the requirements of Section 2 -01, Clearing, Grubbing, and Roadside Cleanup, and Section 2 -02, Removal of Structures and Obstructions, of the VVSDO T /APWA Standard Specifications. PART2- PRODUCTS 0 ... ATERiALS NOT :;SED Z:WAN \SPECS \02032A- YK\02110.wpd May 16, 2003 CITY OF YAKIMA SITE CLEARING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02110 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 - EXECUTION 3.01 PREPARATION A. Identify a salvage or stockpile area for placing removed materials prior to removing from site. B. A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt concrete, debris, waste material, or any other objectionable material that is directed to waste by the Engineer. 3.02 PROTECTION A. Locate, identify, and protect from damage any utilities which are to remain. B. Protect bench marks, survey control points, and existing structures from damage or displacement. 3.03 CLEARING A. Clear areas required for access to site and execution of work. B. Remove brush, shrubs, trees, stumps, and surface rock. 3.04 REMOVAL A. Remove debris, pipes, and rock from ground, and extracted plant life from site. 3.05 DUST CONTROL A. The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes, orchards, and crops from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. B. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to order for dust control measures. END OF SECTION 02110 Z:WAN \ SPECS \02032A•YK\02110.wpd May 16, 2003 CITY OF YAKIMA SOIL MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02205 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This section includes the requirements for subgrade materials, whether obtained from project excavations, excavated and hauled from owner - provided borrow sites designated on the Plans, or imported from off -site sources. B. Soil materials obtained from project excavations shall be separated and stockpiled for later incorporation into the work. 1.02 RELATED SECTIONS A. Section 02207 - Aggregate Materiais. B. Section 02223 - Backfilling. C. Section 02225 - Trench Excavation and Backfill D. Section 02530 - Athletic Field Surfacing. E. Section 02900 - Landscape /Planting. 1.03 REFERENCE STANDARDS A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. B. ASTM D 2487 - Classification of Soils for Engineering Purposes. 1.04 SUBMITTALS A. SECTION 01300 - Submittals Procedure. B. Materials Source: Submit name of imported materials source. Use WSDOT Form 350 -071, Request for Approval of Materials Sources form (RAM). 1.05 QUALITY ASSURANCE A. Perform work in accordance with WSDOT /APWA Standard Specifications. PART2- PRODUCTS 2.01 SUBGRADE MATERIALS A. Subgrade materials are those materials used to accomplish rough grading and to bring ground surfaces to top of subgradc elevation, prior to placement of aggregate courses or athletic field surfacing. Z:WAN \SPECS \02032A- YK\02205.wpd May 16, 2003 CITY OF YAKIMA SOIL MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02205 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Common Fill: 1. Material obtained from project excavations. 2. Rock embankment material - common fill material which contains 25 percent or more, by volume, of gravel or stone 2 inches or more in diameter. 3. Earth embankment material - common fill material other than rock embankment material. 4. Free of debris. C. Common Borrow: 1. Imported common borrow meeting the requirements of Section 9- 03.14(3) of the Standard Specifications. D. Structural Fill 1. Material available from an on -site borrow area designated on the Plans, which is approved by the Engineer for use as structural fill. 2. Imported gravel borrow. E. Topsoil 1. See Section 02900, 2.05 2.03 SOURCE QUALITY CONTROL A. Testing and Analysis of Topsoil Material: Perform in accordance with ASTM D 5268. B. If tests indicate materials do not meet specified requirements, change material and retest. C. For each type of materials provided to the project, use the same source throughout the work. PART 3 - EXECUTION 3.01 MATERIAL REMOVAL A. Excavate rock, subsoil, and topsoil from areas designated. B. Separate removed materials for use as common fill, structural fill, and landscaping as required by other sections of these Specifications. C. The Contractor may provide a screen for separation of the excavated materials into the gradations required for use as common fill or structural fill. 3.02 STOCKPILING A. Stockpile materials on site at locations in accordance with the Contractor's work plan. B. Stockpile in sufficient quantities to meet Project schedule and requirements. Z:WAN \ SPECS \02032A•YK\02205.wpd May 16, 2003 CITY OF YAKIMA SOIL MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02205 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Prevent intermixing of soil types or contamination. • E Dir su rf ac e w ater away from stockpile site to prevent erosion or deterioration of materials. 3.03 STOCKPILE CLEANUP A. Stockpile soil materials and leave area in a clean and neat condition. Grade site surface to prevent free - standing surface water. B. If a borrow area is indicated on the Plans, leave area in a clean and neat condition. Grade site site su to prevent free-standing s w ater, surface to �.dlGVGI!! lIGG's76C6l ISAl116� surface YY U6rate END OF SECTION 02205 Z:WAN \SPECS \02032A- YK\02205.wpd May 16, 2003 CITY OF YAKIMA AGGREGATE MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02207 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This section includes the requirements for manufactured or natural- occurring aggregate materials. B. No off -site materials source has been designated for this project. C. Placement of aggregate materials is covered in related sections. 1.02 RELATED SECTIONS A. Section 01400 - Testing, Inspections, Supervision B. Section 02205 - Soil Materials. C. Section 02211 - Earthwork. D. Section 02222 Excavating. E. Section 02223 - Backfilling. F. Section 02225 - Trench Excavation and Backfill. G. Section 02900 - Landscape Work. 1.03 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association, Division 3, and Division 4. B. AASHTO - M147 - Materials for Aggregate and Soil- Aggregate. 1.04 SUBMITTALS A. SECTION 01300 - Submittals Procedure. B. Materials Source: Submit name and source of imported materials. Use WSDOT Form 350- 071, Request for Approval of Materials Sources form (RAM). C. Test Results: Submit results of tests required by SECTION 01400. 1.05 QUALITY ASSURANCE A. Perform work in accordance with WSDOT /APWA Standard Specifications. Z:WAN \SPECS \02032A- YK\02207.wpd May 16, 2003 CITY OF YAKIMA AGGREGATE MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02207 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART2- PRODUCTS 2.01 AGGREGATES A D B ase C Conf t WSOT /A A Standards Section 9 -03 9(31 f Crushed !l. Base VV'JIJG. Conforming I1, LV rrv / / - " � vr !'v lw wuiuv, v vvv�� v .v /, Surfacing Base Course." B. Top Course: Conforming to WSDOT /APWA Standards, Section 9- 03.9(3), for "Crushed Surfacing Top Course." C. Gravel Borrow: Conforming to WSDOT /APWA Standards, Section 9- 03.14(1), for "Gravel Borrow." D. Structural ri Pit run .V ..I conforming \' .., to V S D ,T /A rl\A/ A Standards, LJ. , L1UULU1dl r111. r"IL 11.111 granular 11 I.Lerfdi L 111J111111 ly to VV a7 uLJ 1II- VVP1 a�tCil IUCll Ua, a L,Ll JI! 9- 03.14(1), for "Gravel Borrow." 2.02 SOURCE QUALITY CONTROL A. Field inspection, source testing, and analysis of aggregate material will be performed under provisions of SECTION 01400. B. If tests indicate materials do not meet specified requirements, change material or material source and retest. C. For each type of materials provided to the project, use the same source throughout the work. PART 3 - EXECUTION 3.01 STOCKPILING A. Stockpile materials on site at locations in accordance with the Contractor's work plan. B. Stockpile in sufficient quantities to meet project schedule and requirements. C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials. 3.02 STOCKPILE CLEANUP A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free - standing surface water. Excess aggregate materials purchased under the unit price provisions of the contract may be stockpiled on site at locations designated by the Engineer for Inter use by the Owner. R If a borrow area is indicated on the Plans, leave area in a clean and neat condition, Grade site surface to prevent free - standing surface water. Z:WAN \ SPECS \02032A•YK\02207.wpd May 16, 2003 CITY OF YAKIMA AGGREGATE MATERIALS KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02207 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.03 PLACEMENT OF AGGREGATE MATERIALS A. Verify that subgrade has been inspected, gradients and elevations are correct and dry. B. Place aggregate materials in a maximum of 6 -inch layers and compact to 95% of maximum density as determined by ASTM D 1557 (modified proctor). C. Refer to WSDOT /APWA Section 4- 04.3(5). END OF SECTION 02207 Z:\JAN \SPECS \02032A- YK\02207.wpd May 16, 2003 CITY OF YAKIMA EXCAVATING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02222 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK This the i f exc f 11(2'61;c :do for A. I hl$ section includes Ule general requirements IVI CAI.aVatlVll of I llatellalJ Ilcl.cJJal for construction of the proposed improvements. B. Work includes, but is not necessarily limited to, excavation to finished subgrade elevations in the following areas: 1. Excavating for building and structure foundations, 2. Excavating for slabs -on- grade, paving, general site grading, and landscaping. 3. Excavating for public road improvements. 1.02 RELATED SECTIONS A. Section 01400 - Quality Control Services B. Section 02110 - Site Clearing C. Section 02205 - Soil Materials D. Section 02222 - Excavating E. Section 02223 - Backfilling F. Section 02225 - Trench Excavation and Backfill. 1.03 FIELD MEASUREMENTS A. Verify that survey bench mark and intended elevations for the work are as indicated. 1.04 SUBMITTALS A. In accordance with the governing state and federal requirements, the Contractor shall submit an excavation plan to the Owner and the Engineer before excavation, showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during excavations 4 feet or more in depth. B. This submittal is for record purposes only and shall not be construed as a detailed analysis for adequacy of the support system, nor shall any provisions of the above requirements be construed as relieving the Contractor of his overall responsibility and liability for the work. C. It shall be understood that the above stipulated requirements are considered to be the minimum to be provided. It shall be the Contractor's responsibility to provide the additional strength required to support the side of the excavation against loads which may exceed those employed to derive the criteria set forth in the Industrial ial Safety Orders. The Contractor shall be solely responsible for any and all liabilities which may arise from his failure to provide adequate shoring, bracing, or sheeting as necessary to support the excavation under any or all of the conditions of loading which may exist, or which may arise during the construction of the project. Z:\JAN \SPECS \02032A- YK\02222.wpd May 16, 2003 CITY OF YAKIMA EXCAVATING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02222 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. In addition, the Contractor shall obtain, pay for, and comply with all provisions of the Accident Prevention Division of the Washington State Workman's Compensation Department. 1.05 QUALITY CONTROL A. Perform work in accordance with WSDOT /APWA Standard Specifications. PART 2- PRODUCTS 2.01 GENERAL A. Excavation is unclassified and Includes removal of all natural or man -made objects of whatever nature encountered, which must be removed for construction of roadways, parking areas, plaza, ballfields, foundations, and other structures and park features. B. The Contractor shall make his own deductions and conclusions as to the quantity and nature of the materials to be excavated and the difficulties which may arise from subsurface conditions. C. Includes dewatering and control of water. D. Includes haul, compaction, and testing. PART 3 - EXECUTION 3.01 PREPARATION A. Notify Utility Notification Center at least 48 hours prior to start of excavation. B. Identify required lines, levels, contours, and datum locations. C. Locate, identify, and protect from damage utilities which remain. D. Notify utility company to remove and relocate utilities, if applicable. E. Protect plant life, lawns, and other features remaining as a portion of final landscaping. F. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. G. Review safety requirements. Comply with OSHA/W ISHA regulations. 3.02 EXCAVATING A. Excavate to accommodate building foundations, slabs -on- grade, paving, plaza, ballfields, roadways, and all park features. B. Excavate to top of subgrade or elevations required to achieve final grade and to accommodate placement of subsequent materials. Z:UAN \SPECS \02032A- YK\02222.wpd May 16, 2003 CITY OF YAKIMA EXCAVATING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02222 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Compact disturbed load bearing soil in direct contact with foundations to original bearing capacity; perform compaction in accordance with Section 02223 and 02225. D. Slope banks with machine to angle of repose. E. Do not interfere with 45 degree bearing splay of foundations. F. Grade top perimeter of excavating to prevent surface water from draining into excavation. G. Hand trim excavation. Remove loose matter. H. Remove unsuitable lumped subsoil, boulders, rock, and deleterious materials. I Notify Engineer of unoxpectnd ni bs irfnnn nnndi +inns nnrl discontini in nffnn+nri work in are until notified to resume work. J. Correct areas over - excavated in accordance with Section 02223. K. Stockpile excavated material in area designated on site in accordance with Section 02205 and 02207; remove excess or unsuitable material from site. Suitable materials may be used for backfilling and embankment construction. L. Dewater excavations as required for subsequent construction. 3.03 FIELD QUALITY CONTROL A. Section 01400 - Quality Control Services. Submit test results as required. B. Provide for visual inspection of bearing surfaces. 3.04 PROTECTION A. Prevent displacement or loose soil from falling into excavation; maintain soil stability. B. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing. 3.05 FINAL TRIMMING AND CLEAN -UP A. Final trimming and clean -up shall consist of all work as follows: 1. All irregularities shall be made smooth; washouts shall be filled; slopes made uniform, slightly rounded at top and bottom; and the entire area of the fill compacted and completed to the required lines, grades, and cross sections within 1/10 foot above or below the established grade. 2. Where additional material is required for filling, it shall be similar to that used in fill and may be obtained from source approved by the Engineer. 3. When work is completed, the Contractor shall remove and dispose of all surplus material including stumps, trees and brush, and leave premises in condition acceptable to the Engineer. Z:WAN \SPECS \02032A- YK\02222.wpd May 16, 2003 CITY OF YAKIMA EXCAVATING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02222 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.06 TOLERANCES A. Excavation methods shall be controlled to prevent over - excavation. All over - excavated areas which result from inadequate control of excavation methods shall be backfilled to the correct subgrade elevation at no cost to the Owner. B. Bottom of excavation to established subgrade in roadway areas: To line and grade shown on Plans. C. Bottom of excavation to establish subgrade beneath structures: Plus 0.00 feet above the line and grade shown on the Plans to minus 0.10 feet below the line and grade shown on the Plans. END OF SECTION 02222 Z:UAN \SPECS \02032A- YK\02222.wpd May 16, 2003 CITY OF YAKIMA BACKFILLING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02223 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A This section includes requirements f p lacement of a ll materials necessary for construction 1 I IIJ Jelin Vl l 11 IIiIUVGJ sar 1 VI placement it VI u11 1I IulGl tu1J I IVVVs y 1 S of the improvements. B. Work includes, but is not necessarily limited to, filling to finished subgrade elevations in the following areas: 1. Backfilling around structures beyond the limits of structural excavation and backf ill. 2. Site filling and embankment. 3. Fill under paving. Consolidation and compaction 4. �Uil:iUilUclilUfi eillU i;Ulli�,7"[iL:tlUii a3 scheduled. C. Work includes preparation of subgrade for placement of subsequent fill materials and aggregate materials. 1.02 RELATED SECTIONS A. Section 01400 - Quality Control Services B. Section 02205 - Soil Materials C. Section 02207 - Aggregate Materials D. Section 02222 - Excavating E. Section 02225 - Trench Excavation and Backf ill F. Section 02900 - Landscaping /Planting. 1.03 REFERENCES A. ASTM D 1557 - Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (457 mm) Drop. B. ASTM D 2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth). C. ASTM D 3017 - Test Methods for Moisture Content of Soil and Soil- Aggregate Mixtures. D. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. LOA. CIIRMITTAI A: Submit compaction test results as required. Z:WAN \SPECS \02032A•YK\02223.wpd May 16, 2003 • CITY OF YAKIMA BACKFILLING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02223 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.05 QUALITY CONTROL A. Perform work in accordance with WSDOT /APWA Standard Specifications. PART2- PRODUCTS 2.01 FILL MATERIALS A. Fill Material: Refer to WSDOT /APWA Standard Specifications, Section 2 -03. B. See Section 02205, Soil Materials. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify subdrainage, dampproofing, or waterproofing installation has been inspected. B. Verify structural ability of unsupported walls to support imposed loads by the fill. 3.02 PREPARATION A. Compact subgrade to density requirements for subsequent backfill materials. B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with suitable fill and compact to density equal to or greater than requirements for subsequent fill material. C. Scarify and proof roll subgrade surface to a depth of 8 inches to identify soft spots; fill and compact to density equal to or greater than requirements for subsequent fill material. 3.03 BACKFILLING A. Backfill areas to contours and elevations with unfrozen materials. B. Systematically Backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces. C. Employ a placement method which does not disturb or damage other work. D. Maintain optimum moisture content of backfill materials to attain required compaction density. Backfill beneath structures, roadways, and other paved plaza and parking areas shall be compacted to at least 95 percent of maximum density as determined by ASTM D 1557. Backfill beneath lawn, landscaped, infield and outfield areas, and other non - traffic areas shall be compacted to at least 95 percent of maximum density as determined by ASTM D 1557. E. Construct and compact earth and rock embankment materials as required by Section 2- 03.3(14)C of the Standard Specifications, Method C. F. Make gradual grade changes. Blend slope into level areas. Z:VAN \SPECS \02032A- YK\02223.wpd May 16, 2003 CITY OF YAKIMA BACKFILLING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02223 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON G. Remove surplus backf ill materials from site. • H. Leave fill material stockpile areas free of excess fill materials. 1 freezing weather, th f additional requirements l �irements will apply: I11 freezing VVGQIIiGI, the following l auuni Viiai �r. u cr�w�n.� .. n � uF'h"J' 1. Prior to terminating work for the day, the final layer of compacted subbase material, after compaction, shall be rolled with a smooth -wheel roller, if necessary to eliminate ridges of soil left by tractors or trucks used for compaction. 2. A layer of loose protective material shall be left on top at the end of each day's operation. This material shall be removed and wasted at start of the next days operations. 3. The Contractor shall not place a layer of compacted fill on snow, ice, or soil that i freeze compaction. of these unsatisfactory was permitted to i1�eLe prior to ::V111paiti V::. Removal vl these Ulljat{JI Ais SS:7� materials will be required prior to fill placement as directed by the Engineer at no additional cost to the Owner. 4. No frozen material shall be used in structural fill. 3.04 TOLERANCES A. Top surface of subgrade in roadway areas: To line and grade shown on Plans. B. Top surface of subgrade beneath structures: Plus 0.00 feet above the line and grade shown on the Plans to minus 0.10 feet below the line and grade shown on the Plans. C. Top surface of general backfilling: Plus or minus 0.10 feet from required elevations. 3.05 FIELD QUALITY CONTROL A. Section 01400 - Quality Control Services. B. Compaction testing will be performed in accordance with ASTM D 1557 and ASTM D 2922. C. If tests indicate work does not meet specified requirements, remove work, replace, and retest. D. Frequency of Tests: A minimum of one test for every 2,500 square feet of each lift of backfilled surface area. Additional testing will be required if specified compaction requirements are not met. E. Proof roll compacted fill surfaces under slabs -on- grade, and paving. 3.06 PROTECTION OF FINISHED WORK A. Protect finished work throughout remainder of construction. B. Resh and re-compact fills s to vehic traffic u. Reshape iu w w � v -vv� � i fills subjected �....... . .. . �� .. ... ...... FNn OF SECTION 02223 Z:WAN \SPECS \02032A- YK\02223.wpd May 16, 2003 CITY OF YAKIMA TRENCH EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02225 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This section includes requirements for excavating and backfilling of trenches for utilities outside of buildings and structures, including all site and yard piping, influent piping, and outfall piping. B. Work includes, but is not necessarily limited to, the following: 1. Placement and compaction of pipe bedding material within the pipe zone for utilities outside of buildings and structures. 2. Placement and compaction of pipe bedding material within the pipe zone for utilities located beneath buildings and structures, when the trench is not filled with concrete. 3. Placement and compaction of trench backf ill within the trench zone, from top of utility bedding (pipe zone) to subgrade elevations. 4. Dewatering required for trench excavation and backf ill. 1.02 RELATED SECTIONS A. Section 01400 - Quality Control Services B. Section 02205 - Soil Materials C. Section 02207 - Aggregate Materials F. Section 02222 - Excavating G. Section 02223 - Backfilling H. Section 02900 - Landscape /Planting Section 03300 - Concrete Work. 1.03 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association. B. ASTM C 136 - Method for Sieve Analysis of Fine and Coarse Aggregates. C. ASTM D 1557 - Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (457 mm) Drop. D. ASTM D 2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth). E. ASTM D 3017 - Test Methods for Moisture Content of Soil and Soil- Aggregate Mixtures. Z:WAN \ SPECS \02032A- YK\02225.wpd May 16, 2003 CITY OF YAKIMA TRENCH EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02225 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.04 DEFINITIONS A. Utility: Any buried pipe, duct, conduit, or cable. Q That portion of the trench from 4 inches below the pipe to 6 inches above the v. Pips zone: : � i ia� poi u vi i of a ,e t �i wi � from vi � � vs �. r .� t ... pipe as shown on the Plans. The pipe zone shall be backfilled with bedding material per the Specifications. C. Trench zone: That portion of the trench above the pipe zone. Backfill with native material unless otherwise directed by the Engineer. 1.05 FIELD MEASUREMENTS L bench k 1 J intended l.. tions for the Verify that survey ��r.;rl mark, control point, and 111tePIl.iCC.7 eelevations IVI tflC work k are as shown on Drawings. 1.06 COORDINATION A. Coordinate work with other site construction activities. B. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. PART 2- PRODUCTS 2.01 FILL MATERIALS A. As specified by WSDOT /APWA Standard Specifications, Sections 7 -08, 7 -10, and 7 -18. • B. Imported pipe bedding (pipe zone): Crushed surfacing top course per Section 9- 03.9(3) of the Standard Specifications. C. Imported select trench backfill (trench zone): Crushed surfacing base course per Section 9- 03.9(3) of the Standard Specifications. D. Common pipe bedding (pipe zone): Material conforming to the requirements of Section 9- 03.15, bedding material for rigid pipe. Common pipe bedding material shall not be used for bedding of plastic pipe. E. Trench backfill material (trench zone): Unless otherwise directed by the Engineer, trench backfill material shall be obtained from project excavations. F. Common borrow (trench zone): Material meeting the requirements of Section 9- 03.14(3) of the Standard Specifications. Common borrow may be used for trench backfill at the Contractor's discretion, but no additional payment will be made therefor. Imported common borrow shall he used only .t the direction of the l nnineer (3, See typical trench section on Plans, Z:UAN \SPECS \02032A- YK\02225.wpd May 16, 2003 CITY OF YAKIMA TRENCH EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02225 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.02 EXCAVATED MATERIAL A. Includes removal of all natural or man -made objects of whatever nature encountered which must be removed for installation of the utility. B. Includes dewatering. PART 3 - EXECUTION 3.01 PREPARATION A. Notify Utility Notification Center at least 48 hours prior to start of excavation. B. Identify required lines, levels, contours, and datum locations. C. Protect plant life, lawns, and other features remaining as a portion of final landscaping. D. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. E. Maintain and protect above- and below -grade utilities which are to remain. F. Cut out soft areas of subgrade not capable of compaction in place. Backfill with fill material and compact to density equal to or greater than requirements for subsequent backfill material. G. Review safety requirements. Comply with OSHA/WISHA regulations. Provide shoring, cribbing, or extra excavation as required. 3.02 EXCAVATING A. Excavate trenches required for utilities. B. Cut trenches sufficiently wide to enable installation and allow inspection per Sections 7 -08, 7 -10, and 7 -18 of the WSDOT /APWA Standard Specifications. Remove water or materials which interfere with work. C. Stockpile excavated material in area designated on site and remove from site excess material not being used. D. Correct areas over - excavated in accordance with Section 02223. 3.03 BACKFILLING A. Employ a placement method which does not disturb or damage utilities in trench, and /or other physical features in place at the time of construction. B. Maintain optimum moisture content of fill materials to attain required compaction density. All trench backfill shall be compacted to at least 95 percent of maximum density as determined by ASTM D 1557. Z:WAN \ SPECS \02032A- YK\02225.wpd May 16, 2003 CITY OF YAKIMA TRENCH EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02225 -4 • PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Remove surplus fill materials from site. 3.04 TOLERANCES A . Excavation methods shall be controlled to prevent over- excavation. All over - excavated areas which result from inadequate control of excavation methods shall be backfilled to the correct bottom of trench elevation at no cost to the Owner. B. Bottom of trench excavation: Plus 0.00 feet above the line and grade shown on the Plans to minus 0.30 feet below the line and grade shown on the Plans. C. Top Surface of Backfilling Under Paved Areas: Shall be to required subgrade elevations. n T rs of General Backfilling: Plus 10 f from required elevations D . Top Surface of �aei ierai oa%nuu �y. rlliS or minus ill llll� V. I V feet n vi � i f cyu cu elevations. 3.05 FIELD QUALITY CONTROL A. Section 01400 - Quality Control Services. B. Compaction testing will be performed in accordance with ASTM D 1557. C. If tests indicate work does not meet specified requirements, remove work, replace, compact, and retest. D. Frequency of Tests: Shall be at various depths in the trench section. E. The first 200 feet of trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques. Notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations. Arrange for in -place density tests to be taken on the completed test section. No further trenching will be allowed until the specified density is achieved in the test section. 3.06 PROTECTION OF FINISHED WORK A. Protect finished work throughout remainder of construction. B. Reshape and re- compact fills subjected to vehicular traffic during construction. END OF SECTION 02225 Z:WAN \ SPECS \02032A- YK\02225.wpd May 16, 2003 CITY OF YAKIMA PORTLAND CEMENT CONCRETE PAVING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02520 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This section includes all Portland cement concrete work related to concrete sidewalks, concrete plaza alternate, concrete edging, and miscellaneous concrete slabs and features. B. Furnish and install aggregate base materials beneath Portland cement concrete work included in areas described in Item A. C. Concrete for curb, gutter, and sidewalk for public street improvements shall conform to City of Yakima requirements and details. Refer to Section 02000. 1.02 RELATED SECTIONS A. Section 02207 - Aggregate Materials. B. Section 02223 - Backfilling: Compacted subbase for paving. C. Section 02900 - Landscape /Planting D. Section 03300 - Concrete Work 1.03 REFERENCES A. The Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and by the Washington State Chapter of the American Public Works Association, Section 5 -05. B. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. C. ASTM A 615 - Deformed and Plain Billet -Steel for Concrete Reinforcement. D. ASTM C 33 - Concrete Aggregates. E. ASTM C 94 - Ready Mix Concrete. F. ASTM C 150 - Portland Cement G. ASTM C 260 - Air - Entraining Admixtures for Concrete. H. ASTM C 309 - Liquid Membrane - Forming Compounds for Curing Concrete. ASTM C 494 - Chemical Admixtures for Concrete. J. ASTM D 1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction. Z:WAN \ SPECS \02032A- YK\02520.wpd May 16, 2003 CITY OF YAKIMA PORTLAND CEMENT CONCRETE PAVING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02520 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.04 SUBMITTALS A. Section 01300 - Submittals. B. Product Data: Provide data on joint filler, admixtures, and curing compounds. C. Samples: Submit samples of the full range of color to Engineer. Color to be verified by Engineer. D. Materials Source: Submit name of materials source. E. Mix Design: Provide mix design per Section 03300. 1.05 QUALITY ASSURANCE A. Perform work in accordance with VI SDO T /APWA Standard Specifications, Section 5 -05, 8 -04 and 8 -14. R Obtain cementitious materials from same source throughout the course of the project 1.06 ENVIRONMENTAL REQUIREMENTS A. Do not place concrete when base surface temperature is less than 40° F, or surface is wet or frozen. PART 2- PRODUCTS 2.01 FORM MATERIALS A. Form Materials: WSDOT /APWA Standard Specifications, Section 8 -14. B. Joint Filler: Refer to Section 03300. 2.02 REINFORCEMENT A. Reinforcing Steel and Wire Fabric: WSDOT /APWA Standard Specifications, Section 9 -07. WWFtobe6x6- W2.9xW2.9. 2.03 CONCRETE MATERIALS A. Refer to Section 03300. B. Fine and Coarse Mix Aggregates: ASTM C 33. C. Water: Potable, not detrimental to concrete. D. Air Entrainment: ASTM C 260. 2.04 ACCESSORIES A. Curing Compound: Cur -to- Spec -MS colorless curing system or equal. Z:\JAN \SPECS \02032A- YK\02520.wpd May 16, 2003 CITY OF YAKIMA PORTLAND CEMENT CONCRETE PAVING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02520 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.05 CONCRETE MIX A. Refer to Section 03300. 2.06 SOURCE QUALITY CONTROL AND TESTS A. Submit proposed mix design of each class of concrete for review prior to commencement of work. B. Tests on cement and aggregates will be performed to ensure conformance with specified requirements. C. Test samples in accordance with WSDOT /APWA Standard Specifications and Section 03300. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify base conditions. B. Verify compacted subgrade, granular base, and stabilized soil is acceptable and ready to support paving and imposed loads. C. Verify gradients and elevations of base are correct. D. Concrete placement shall not proceed until base conditions are correct. 3.02 SUBBASE A. Refer to WSDOT /APWA Standard Specifications. B. Place aggregate base materials to depths shown on Plans. 3.03 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Coat surfaces of manhole and catch basin frames with oil to prevent bond with concrete pavement. C. Notify Engineer minimum 24 hours prior to commencement of concreting operations. 3.04 FORMING A. Place and secure forms to correct location, dimension, profile, and gradient. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. C. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement. Z:\JAN \SPECS \02032A- YK\02520.wpd May 16, 2003 CITY OF YAKIMA PORTLAND CEMENT CONCRETE PAVING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02520 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.05 REINFORCEMENT A. Place reinforcement as indicated. Q Provide reinforcement a o e n s e ment a t contraction and ex pnsion ji as indicatrd n the Drawing �. � r i vvi �. �CS nv�v i�c�n contraction N w ,v,v„� •� C. See Drawings for specified joint requirements. 3.06 PLACING CONCRETE A. Refer to WSDOT /APWA Standard Specifications. 3.07 JOINTS A . Place expansion joints at maximum 15 -foot intervals, unless noted otherwise. Align curb, gutter, and sidewalk joints. B. Place joint filler between paving components and building or other appurtenances and as indicated on the Drawings. Recess top of filler 1/4 -inch typical, unless noted otherwise. C. Provide scored control joints at 5 feet maximum in all flatwork or as otherwise indicated on the Drawings to achieve patterns shown. D. Provide keyed joints as indicated. E. Provide keyed or expansion joints extending each direction from building or structure corners. Refer to Section 03300. F. Coordinate joint patterns with adjoining doorways and geometry of the flatwork. Provide equal spacing of joints. Refer to jointing plan on the Drawings. G. Provide additional joints as directed by Engineer. 3.08 FINISHING A. Plaza and miscellaneous slabs: Light broom, radius to 1 /2 -inch radius. B. Sidewalk Paving: Light broom, radius to 1 /2 -inch radius. C. Edging: Light broom. D. Direction of Texturing: Perpendicular to pavement direction. Verify with Engineer. 3.09 JOINT SEALING A. Refer to Section 03300 and WSDOT /APWA Standard Specifications. 3.10 TOLERANCES A. Variation from True Elevation: Paving surface to be at grade and elevation shown. B. Flatness: Maximum variation of 1/8 -inch measured with 10 -foot straightedge. Z:WAN \ SPECS \02032A- YK\02520.wpd May 16, 2003 CITY OF YAKIMA PORTLAND CEMENT CONCRETE PAVING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02520 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Straightness of Vertical Faces and Edges: Maximum variation of 1/4 -inch measured with 10 -foot straightedge. D. Ponding: No ponding will be allowed. All surfaces shall drain. 3.11 FIELD QUALITY CONTROL A. Section 01400 - Quality Control Services. B. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with Section 03300. C. One additional test cylinder will be taken during cold weather and cured on site under same conditions as concrete it represents. D. One slump test will be taken for each set of test cylinders taken. E. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.12 PROTECTION A. Immediately after placement, protect cement concrete pavement from premature drying, excessive hot or cold temperatures, and mechanical injury. B. Do not permit pedestrian or vehicular traffic over cement concrete pavement for 7 days minimum after finishing, until 75 percent design strength of concrete has been achieved. C. See Section 03300 for additional requirements. END OF SECTION 02520 Z:WAN \ SPECS \02032A- YK\02520.wpd May 16, 2003 CITY OF YAKIMA ATHLETIC FIELD SURFACING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02530 -1 PARKS AND RECREATION DIVISION YAKIMA, WA PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 02200 - Earthwork B. Section 02800 - Site Improvements C. Section 02900 - Landscaping / Planting 1.02 SCOPE OF WORK Work under this section includes, but is not necessarily limited to: installation of imported Athletic Conditioner Materials for Base Co Infield, Outfield and Warning Track Field Surfacing and ConditionerIVICIICI IdW IVI �QJC Course, niCiu, vuinciu and Warning � ��� � ........• areas. 1.03 QUALITY ASSURANCE A. Reference Specification: State of Washington Standard Specifications for Road, Bridge and Municipal Construction, Current Edition. B. Submittals - Samples and Test Results: Submit samples of specified materials with certificates from materials suppliers and certified testing laboratory as per Section 01300 documenting that all materials supplied conform to requirements of these specifications, prior to delivery and placing on -site. Because of the critical nature of the mix and gradation of materials specified in this Section, the Contractor shall arrange for continuous testing of all athletic surfacing materials to assure that they conform to the specifications. A minimum of one mix and gradation test per 500 cubic yards of each surfacing material • shall be performed at the materials source i.e. pit, mixing yard, etc. Tests shall be paid for by Contractor. Submit test results to the Owner's Representative for review. Additional tests shall be performed if there is an apparent visual change in the furnished material. Under no circumstances shall materials from an untested source be brought to the project site. In addition, the Owner may elect to have additional testing performed of materials installed. Any materials not meeting specifications shall be removed and replaced by the Contractor at no additional cost to the Owner. C. Protection: Provide adequate protection from damage for all areas, including settlement and erosion, until final project acceptance. Replace all damaged work at no additional cost to Owner. 1.04 BARRIERS, SAFETY GUARDS AND WARNING LIGHTS Provide for public protection, as required by the Washington State Department of Labor and Industries. PART 2 - MATERIALS 2.01 IMPORTED BALLFIELD MATERIAL TESTING A minimum of one wet sieve gradation analysis per 500 cubic yards of each surfacing material shall be performed. All tests shall be paid for by the Contractor. Submit test results to the 5/14/03 CITY OF YAKIMA ATHLETIC FIELD SURFACING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02530 -2 PARKS AND RECREATION DIVISION YAKIMA, WA Owner's Representative for review. Additional tests shall be performed if there is an apparent visual change in the furnished material. 2.02 IMPORTED INFIELD / WARNING TRACK BASE COURSE SAND MIX The base course sand shall be comprised of a special blend of sands meeting the following specifications for a wet sieve gradation analysis per ASTM C136 / D1140. Minimum compacted depth shall be six inches (6 "). Sieve Size % Passing 3/8" 100 1/4" 95 - 100 #10 95 - 100 #40 60 - 90 #60 40 - 60 #80 10 - 40 #100 5 - 30 #200 0 - 5 #270 0 - 3 2.03 IMPORTED BALLFIELD SURFACING MATERIALS A. The following field surfacing mixes are physical blends of various aggregates and are not generally found as pit -run material. B. INFIELD SURFACING MIX The top course shall be comprised of a special blend of sands and silts meeting the following specifications for a wet sieve gradation analysis per ASTM C136 / D1140. Minimum compacted depth shall be four inches (4 "). Sieve Size % Passing ##4 100 #10 95 - 100 #40 65 -75 #60 45 - 55 • #80 30 - 40 #100 25 - 35 #140 17 - 22 #200 9 - 12 #270 4 -7 C. OUTFIELD SURFACING MIX The top course shall be comprised of a special blend of sands meeting the following specifications for a wet sieve gradation analysis per ASTM C136 / D1140. Minimum compacted depth shall be ten inches (10 "). 5/14/03 CITY OF YAKIMA ATHLETIC FIELD SURFACING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02530 -3 PARKS AND RECREATION DIVISION YAKIMA, WA OUTFIELD SURFACING MIX GRADATION Sieve Size % Passing 3/8" 100 1/4" 95 - 100 #10 95 - 100 #40 60 - 90 #60 40 - 60 #80 10 - 25 #100 5 - 12 #2UU - 5 #270 0 - 3 2.04 IMPORTED INFIELD CONDITIONER Infield Conditioner shall be Turface Pro League Red, calcined clay, as distributed by Sunmark Seeds International, Troutdale, OR, 1- 847 - 215 -3470, or approved equal. Application rate: 1 /2" per 1,000 square feet. 2.05 IMPORTED WARNING TRACK MATERIAL Warning track material shall be "Red Track Sand with Clay" as furnished by Bishop Red Rock, Goldendale, WA, (509) 773 -5335, or approved equal. PART 3 - EXECUTION 3.01 PREPARATION A. Subgrades: Field verify that subgrades are sufficient to receive all work contained in this Contract. All subgrades to receive field surfacing materials shall be reviewed by the Landscape Architect prior to placement of any surfacing materials. B. Grade all areas to a neat and smooth surface to uniform grades indicated and as detailed. Orchestrate work in such a manner so as to minimize disruption to field surfacing, taking care not to mix different courses of surfacing material. Leave field surfaces uniform and free from ruts, hollows, hummocks or other uneven features /obstructions to surface drainage. Refill and recompact all areas, which settle or erode at no additional cost to the Owner. 3.02 INFIELD / WARNING TRACK BASE COURSE SAND MIX A. Complete grading of subgrade soils to line and elevation indicated allowing for the installation of imported field surfacing materials. Verify positive drainage of all subgrade areas. B. Place 6" specified base course sand material in infield and warning track areas as identified on the drawings. C. Provide uniform final finish grades as indicated with positive drainage of ail areas. 5/14/03 CITY OF YAKIMA ATHLETIC FIELD SURFACING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02530 -4 PARKS AND RECREATION DIVISION YAKIMA, WA 3.03 BALLFIELD OUTFIELD SURFACING A. Complete grading of subgrade materials to line and elevation indicated allowing for the installation of imported field surfacing materials. Verify positive drainage of all subgrade materials. B. Place specified top surfacing material in field areas as identified on the drawings. Use outfield Surfacing Mix where required to create a smooth grade transition (maximum slope 3:1) between the peripheral edges of the various field surfacing materials and existing adjacent grades. C. Place and spread uniform lifts of specified surfacing materials with final depth of surfacing no less than that specified. Provide uniform final finish grades as indicated with positive drainage of all areas. D. Adjust all sprinkler heads located within work area as required to match final finish grades of field surfacing materials. E. Complete installation of soil amendments and grass seeding as specified in Section 02900. 3.04 BALLFIELD INFIELD SURFACING AND PITCHING MOUND A. Complete installation of cast -in -place concrete edging along backstop and wing fencing. Allow concrete to cure a minimum of 14 days prior to installation of any field surfacing materials. B. Complete installation of Base Course and Outfield Surfacing materials to line and elevation indicated allowing for the installation of imported infield surfacing materials. Verify positive drainage of all Base Course materials. C. Install temporary wood header board of 1x4 lumber sections along outside radius of infield /outfield line. Place specified base course surfacing material in field areas as identified on the drawings. D. Place and spread uniform lifts of specified surfacing materials with final depth of surfacing no less than that specified. Provide uniform final finish grades as indicated with positive drainage of all areas. E. Roll, compact, and drag final finish grade of ballfield infield per direction from Yakima Parks staff. Install pitching mound as detailed. Remove temporary wood header between infield and outfield line after establishment of grass seeding. F. Adjust all sprinkler heads located within work area as required to provide one inch (1 ") cover of field surfacing material over the top of sprinkler heads. 3.05 INFIELD SOIL CONDITIONER A. After infield mix has been installed and finish graded, water the skinned infield area the day before installation of the infield soil conditioner. B. Spread' /z inch of Infield Conditioner on the entire infield area. 5/14/03 CITY OF YAKIMA ATHLETIC FIELD SURFACING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02530 -5 PARKS AND RECREATION DIVISION YAKIMA, WA C. Till the 1 /2 inch of Infield Conditioner into the infield mix to a depth of 2" to 3 ". • D. Level and roll the infield area. E. Water the infield surface evenly. Allow ample time for the water to soak in. F. Adjust all sprinkler heads located within work area as required to provide one inch (1 ") cover of field surfacing material over the top of sprinkler heads. G. Screen drag the infield area and water again. 3.06 WARNING TRACK SURFACING A. Complete grading of base course sand mix to line and elevation indicated allowing for the installation of the full depth of the warning track materials. Verify positive drainage of all subgrade areas. B. Place specified warning track material in field areas as identified on the drawings. C. Place and spread uniform lifts of specified warning track materials with final depth of surfacing no less than that specified. Provide uniform final finish grades as indicated with positive drainage of all areas. 3.07 CLEANUP Clean up entire area of all excess materials, debris, surfacing, etc., and leave project in a neat, orderly condition. 3.08 ADDITIONAL FIELD SURFACING MATERIALS A. Provide and stockpile an additional twenty cubic yards (20 C.Y.) of Ballfield Infield Surfacing material at location directed by Owner's Representative. END OF SECTION 5/14/03 CITY OF YAKIMA STORM DRAINAGE KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02700 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This Section includes the general requirements for construction of storm drainage facilities. B. Extent of storm drainage system work is as shown on Drawings and as specified herein. Work includes catch basins, underground drainage piping, percolation trenches, and associated earthwork. C. Connect storm water piping to roof drain leaders as shown on mechanical Drawings. D. General earthwork requirements and paving requirements are specified in other Division 2 Sections. 1.02 RELATED SECTIONS A. Section 01400 - Quality Control Services B. Section 02110 - Site Clearing C. Section 02205 - Soil Materials D. Section 02225 - Trench Excavation and Backfill. 1.03 FIELD MEASUREMENTS A. Verify that survey bench mark and intended elevations for the work are as indicated. 1.04 SUBMITTALS A. Section 01300 - Submittals. B. Product Data: Catch basins, pipes, perforated pipe, drain rock, fabric. 1.05 QUALITY CONTROL A. Perform work in accordance with WSDOT /APWA Standard Specifications. PART 2 - PRODUCTS 2.01 DRAINAGE STRUCTURES A. Catch Basins: Provide standard precast concrete or cast -in -place components manufac- tured by Yakima Precast, Inc., or equal with prior approval, as shown on Drawings. Provide heavy -duty cast iron frame and slotted cover for catch basins. B. ADA Grating: Provide traffic -rated grating with maximum ADA- approved clear opening in one direction. Z:WAN \SPECS \02032A- YK\02700.wpd May 16, 2003 CITY OF YAKIMA STORM DRAINAGE KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02700 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Catch Basin and Cover: Provide standard precast concrete components manufactured by Yakima Precast, Inc. 1. Ring cover, slotted: Refer to detail. 2. Removable 90- degree elbows on outflow pipes with catch basin as detailed. 2 -02. PIPE AND FITTINGS A. General: Furnish drainage pipe complete with bends, reducers, adapters, couplings, fittings, collars, and joint materials. Provide pipe sizes indicated and as required for drains and cleanouts. B. Non -Perforated Pipe: PVC pipe forming to Cla 12454 B de fi ne d in ASTM D 1784 a. rvvri- rerivratCU rl�e. rv�, �i�C C: V'iIIUI t f IiII ly w Class +c�o-;�6+-» as defined in I ram I :YI D 1784. Pipe and fittings shall meet the requirements of ASTM D 3034 for standard dimension ratio (SDR) 35. C. Perforated Drain Pipe: Perforated polyethylene (HDPE) pipe complying with AASHTO M- 294 -851, diameter as indicated on Drawings. 2.03 SOIL MATERIALS AND ACCESSORIES A. Drainage Rock: Washed, evenly - graded mixture of rock with a minimum particle size of 1- 1 /2 -inch, a maximum of 3 inches, providing 40% voids. B. Non - Perforated Pipe Bedding Material: Sand, pea gravel, or other approved, uniformly - graded, fine granular material. Perforated pipe shall be placed on a minimum of 6 inches of drainage rock. C. River Rock: Washed, large, round river rock. D. Filter Fabric: Manufacturer's standard non -woven geotextile fabric of polypropylene or polyester fibers, or a combination thereof. Provide one of the following, or approved: Link Typar 3151 Link Industrial Fabrics "Amerdrain 480" American Wick Drain Corp. - Fabric only "Enkadrain 9120) American Enka Company - Fabric only "Miradrain 140N" Mirafi, Inc. - Fabric only E. Underground Warning Tape: Provide red or yellow underground warning tape 6 -inch wide with continuously printed identification of buried pipe. Install 8 inches below surface of finish, 1 g1 QUC. PART 3 - EXECUTION 3,01 INCTAI 1 ATIf1N A. General: Perform earthwork operations as specified, including all applicable soils materials, excavation, filling, soil compaction, and testing and inspection provisions. Coordinate with paving and grading work. Z:WAN \SPECS \02032A- YK\02700.wpd May 16, 2003 CITY OF YAKIMA STORM DRAINAGE KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 02700 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. Grade pipe trench bottom to provide a smooth, firm, stable, and rock -free foundation throughout the length of the pipe. Provide minimum 2' -0" cover over all piping. 2. Remove unstable, soft, and unsuitable materials at the surface upon which pipes are to be laid and backfill with clean sand or pea gravel to indicated level. 3. Shape bottom of trench to fit bottom of pipe or rock infill. Fill unevenness with tamped sand backfill. Dig bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe on the foundation. B. Installation of Piping: 1. Install piping beginning at low point of systems, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings in accordance with manufacturer's recommendations. Maintain swab or drag in line and pull past each joint as it is completed. 2. Use proper size increasers, reducers, and couplings where different size or material of pipes and fittings are connected. Reduction of the size of piping in the direction of flow is prohibited. 3. Install piping pitched down in direction of flow, at minimum slope of two percent (2 %), except where indicated otherwise. C. Infiltration Systems and Drainage Rock: Install as indicated on Drawings, setting structures plumb and bedding solidly. Backfill in minimum 8 -inch lifts, thoroughly compacting fill as it is installed. D. Excess Materials: Remove and dispose of off -site. E. Correction: Promptly and completely correct any settlement and related damage occurring within a period of one year after substantial completion. F. Filter Fabric: Install where indicated and in such a manner as to minimize long -term infiltration of fines into drainage rock material. G. Install underground warning tape 8 inches below -grade above all storm drainage piping as detailed on site detail drawings. END OF SECTION 02700 Z:\JAN \SPECS \02032A- YK\02700.wpd May 16, 2003 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -1 PARKS AND RECREATION DIVISION YAKIMA, WA PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 02207 - Aggregate Materials. B. Section 02520 - Portland Cement Concrete Paving. C. Section n 530 Athletic Field IrF Surfacing V. Jel, tl Vl I V2VVV - I iclu ul lau � D. Section 06100 — Rough Carpentry E. Section 07410 — Preformed Roofing and Siding F. Section 07620 — Flashing and Sheet Metal G. Section 09900 - Painting H. Section 09050 — Finishes, Materials and Finish Schedule I. Section 10350 - Flagpoles 1.02 SCOPE OF WORK Site Improvements for this work includes, but is not necessarily limited to the following: A. Base Bid items include: colored vinyl clad, chain link backstop, wing fencing, foul line fencing, outfield fencing, chain link gates, colored powder coated fencing and backstop posts and fencing appurtenances; dugouts with metal roofing, baseball home plate, pitching rubber and bases, players benches, bleachers, bat racks, foul line poles, metal bollards, benches, picnic table frames only, trash receptacles, metal tree grates and frames, miscellaneous cast -in -place concrete items, and miscellaneous site construction items as noted on the drawings and details. 1.03 REFERENCE SPECIFICATIONS A. "Standard specifications for Road, Bridge and Municipal Construction" Washington State Department of Transportation, Current Edition. B. "West Coast Lumber Inspection Bureau Grading and Dressing Rules" issued by the West Coast Lumber Inspection Bureau, and hereinafter called WCLB. 1.04 BARRIERS, SAFETY GUARDS AND WARNING LIGHTS Provide for public protection, as required by the Washington State Department of Labor and Industries. 1.05 PREPARATION OF SUBGRADE The Contractor shall be responsible for compacting subgrade materials to 90% Modified Proctor (ASTM D:1557) immediately before placement of all items specified in this Section. 1.06 SUBMITTALS A. Submit shop drawings detailing chain Zink fencing, gates, dugouts, metal fabrications, and assemblies. Shop drawings shall include details illustrating fence material, height, size of posts, rails, braces, footings, hardware, and accessories. B. Submit manufacturer's recommended installation details of items specified by name of manufacturer. C. Submit certificates of wood treatment and wood grading for lumber where applicable. D. Manufacturer's color chart and samples for selection of vinyl clad chain link fencing color and matching color for powder coated fencing posts and appurtenances. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -2 PARKS AND RECREATION DIVISION YAKIMA, WA 1.07 PROTECTION Provide adequate protection for all work installed under this section from all damage whatsoever, including all construction activities and vandalism until the Certificate of Substantial Completion is issued. Provide protection for all existing sports facilities, pedestrian trails, paving and paths located adjacent to construction areas. PART2- PRODUCTS 2.01 BASE COURSE A. Spread and compact in accordance with Section 02207, Aggregate Materials. B. Surface variation not more than one -half inch (1/2") in ten feet (10') from grades necessary to produce indicated finish grades. 2.02 MISCELLANEOUS CAST -IN -PLACE CONCRETE Shall include concrete footings, concrete edging, and slabs on grade. All concrete materials for site work shall be in accordance with Section 02520, Portland Cement Concrete Paving. 2.03 MISCELLANEOUS STEEL FABRICATIONS A. Where shown on the drawing as steel, miscellaneous embedded and non - embedded metalwork, including brackets, hangers, clip angles, seat angles, guides, inserts, railings shall be fabricated as shown of mild steel, ASTM A 36. All miscellaneous steel metalwork shall be hot -dip, 1.25 ounce, galvanized after fabrication, unless otherwise noted on drawings or specified herein. B. Hot -dip galvanizing. Unless otherwise specified, galvanizing by the hot -dip process shall conform to the applicable requirements of ASTM A 123, A 153, A 385, A 386 and A 525. C. Field Galvanizing shall not be done on any steel items. D. Steel embedded in concrete is not to be primed except portions projecting from concrete and first 3 inches of embedment. E. Surface treatments: 1. Galvanized surfaces: After fabrication but before installation, touch up galvanized metal surfaces damaged during fabrication with "Gals- Weld." as manufactured by Galt' -Weld Products, P.O. Box 1087, Holmes Beach, Florida, or equal. Finish surface color shall be uniform over entire fabricated unit. 2. Raw Steel surfaces: Clean steel to SSPC- SP -2 -63 requirements. Apply Tnemec 99 Red Metal Primer or other approved primer. Apply in accordance with manufacturer's instructions to 4.0 wet mil thickness (2.0 dry mil). A minimum of two (2) coats of paint shall be applied. 3. Store jobsite steel on blocks above snow or mud and soil. After erection, remove any weld spatter, oil and grease. Clean abraded, bolted and welded areas, and touch up with above primer or galvanizing paint. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -3 PARKS AND RECREATION DIVISION YAKIMA, WA 4. .Where indicated on the drawings or in the specifications, finish on selected galvanized or steel surfaces and hardware shall be colored polyester powder coating that is electrostatically applied in conformance with ASTM F626 -96. Use color matched PVC touch up paint to cover minor scratches and exposed metal surfaces. 2.04 HARDWARE All metal hardware including bolts, deformed bars for connections, threaded rod, anchor bolts, nuts, washers - shall be hot - dipped galvanized unless otherwise noted. All framing nails galvanized wire nails. All bolts, threaded rod and anchor bolts conform to ASTM A -307, Grade A, unless otherwise noted. Hex head and nut on all bolts and threaded rod unless otherwise indicated. All bolts, threaded rod shall have standard cut washers respective size, unless otherwise indicated - bolts to have washers each end, galvanized steel bolts, rods, etc. shall have galvanized steel washers and nuts. Hardware not noted by size shall be sufficient to draw and hold members securely. 2.05 CHAIN LINK FENCING A. General: All chain link fencing, including all posts, concrete post bases (footings), fabric and hardware shall conform to Sections 8 -12 and 9 -16 of the Reference Specifications. B. Finish: All fabric mesh size shall be 2" galvanized steel wire with colored, thermally fused vinyl coating 14 -22 mils thickness as per Federal Specification RR -F -191 Type IV and in conformance with ASTM F 668 -96 Class 2B. All chain link appurtenances including posts, tension rods, railings, bolts, washers, hardware, fittings, etc. shall be colored polyester powder coating (10 -15 mils thick) that is electrostatically applied over galvanized steel in conformance with ASTM F 626 -96. Colors of fence fabric and all chain link appurtenances shall be a matching dark green color selected by the Owner. The fence types and fabric gauges shall be as noted below: 1. Chain link fabric shall meet all the requirements of ASTM A -392. 2. All fabric for all out field and foul line fencing shall be galvanized 9 -gage. All fabric above ten foot (10') height on backstop and wing fencing shall be galvanized 9 -gage. All fabric below ten foot (10') height on backstop and wing fencing shall be colored , thermally fused vinyl coated galvanized 6 -gage wire. Fabric shall be placed on field side of all fence posts for all fencing. 3. All posts and railings shall be round (roll- formed or H column posts not acceptable). 4. Knuckle all selvages top and bottom. 5. Four inch (4 ") diameter fence posts may be welded in ten foot (10') sections with minimum two foot (2') interior sleeves. C. Wing fencing and dugout line posts, end posts, gate posts and corner posts shall be 3" O.D., Schedule 40 galvanized steel pipe; 5.79 lbs. /lin. ft. Cap all posts with galvanized caps; size as required. Wing fencing and dugouts shall have 1 -5/8" O.D. top, middle and bottom rail. ' Bottom rail shall have a 1" minimum and a 2" maximum clearance above finish surface. D. Outfield fencing end and corner posts shall be 2 -7/8" O.D., line posts and all foul line posts shall be 2 -3/8" O.D., Schedule 40 galvanized steel pipe. Cap all posts with galvanized caps; size as required. Outfield fencing shall have 1 -5/8" O.D. top and middle rails, and bottom tension wire. Foul line fencing shall have 1 -5/8" O.D. top and middle rails and a bottom tension wire. Bottom of fencing shall have a 1" minimum and a 2" maximum clearance above finish surface. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -4 PARKS AND RECREATION DIVISION YAKIMA, WA E. Concrete Footings: 1. Outfield Fencing: 6' Chain link Fence: 6' -0" height with min. 3' -0" depth x 12 "diameter concrete footing at all posts. 2. Wing Fencing: 10' Chain link Fence: 10' -0" height with min. 4' -0" depth x 16" diameter concrete footing at all posts. Every third post shall be 30' -0" height with 4' -0" depth x 2'- 0" diameter concrete footing as detailed. 3. Backstop: 30' Chain link Fence: 30' -0" height with min. 5' -0" depth x 2'- 0" diameter concrete footing at all posts. F. Chain Link Gates: 1. Pedestrian Gates: Seven foot (7') height (dugout gates) or six foot (6') height (outfield fence gates - see drawings for location and height) by three foot six inch (3' -6 ") width; type 6 single -swung gate; 9 gauge fabric, full welded frame, with truss rod braces and locking hardware. 2. Maintenance Gates: Six foot (6') height by six foot (6') width per leaf; type 6 double - swung gate; 9 gauge fabric, full welded frame, with truss rod braces and locking hardware. Two (2) gates required. 3. All gates shall have positive latching devices with provisions for pad locking and cane bolts. 4. All gate hinges shall be non - lift -off type, offset to permit full 180 degree swing. 5. All gate posts shall have galvanized round caps, size as required. G. Any exposed steel shall be painted with "Gals -Weld" high -zinc content paint. H. Wood backstop section shall be 2 x 10 pressure- treated Hem -fir, S4S. Coat all cut ends of wood surfaces with two (2) coats of wood preservative stain to match pressure treatment material. I. Install approx. 3' high x 3' -0" wide chain link panel (with 1 -5/8" O.D. top and bottom rail) above each dugout entry and pedestrian access gate where fencing is 10' height, or higher. Mount bottom of panel at approximate 7' -0" height. Allow clearance for gates. 2.06 BLEACHERS A. Non - elevated 5 -row bleachers No. 527 Silver Edition meeting or exceeding UBC with galvanized chain link guardrails and four wheel chair areas, galvanized steel understructure as manufactured by Southern Bleacher Company and supplied by Northwest Recreation, Portland, OR (800) 448 -4858. Length shall be 27 feet with center aisle; seat planks shall be nominal 2" x 10" Aluminum plank with a clear anodic coating; foot planks shall be similar with mill finish; all planks shall have end caps. Secure bleachers to concrete slabs with stainless steel anchor or expansion bolts as recommended by bleacher manufacturer. B. Base Bid: Four (4) bleachers required. C. Alternate No. 5 Softball Field No. 3: Two (2) additional bleachers required. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -5 PARKS AND RECREATION DIVISION YAKIMA, WA 2.07 PLAYER BENCHES A. Player bench with seat back and galvanized steel understructure — RB -21 straight leg as manufactured by Southern Bleacher Company and supplied by Northwest Recreation, Portland, OR (800) 448 -4858. Length shall be 21 feet; seat and back planks shall be nominal 2" x 10" fluted Aluminum with a clear anodic coating, all planks shall have end caps. u installed in concrete footings. Benches shall be installed GU ns concrete ��.,.��. B. Four (4) player benches required for Base Bid. C. Alternate No. 5 Softball Field No. 3: Two (2) additional players benches required. 2.08 DUGOUT ROOFS A. Dugout roofs shall be constructed of wood structural members and wood tongue and groove decking as shown on the drawings. Wood and wood construction shall be in conformance with Section 06100 — Rough Carpentry. B. Metal roofing for dugout shall be in conformance with Section 07410 — Preformed Roofing and Siding and all flashing shall be in conformance with Section 07620 — Flashing and Sheet Metal. Roofing material and color shall match that of the Restroom /Concession Building. C. Base Bid: four (4) dugout roofs required. D. Alternate No. 5 Softball Field No. 3: Two (2) additional dugout roofs required. 2.09 BAT RACKS A. Custom fabricated galvanized steel bat racks, two (2) required for each field. Fabricate as shown in details and install in dugout . Finish shall be colored polyester powder coating that is electrostatically applied in conformance with ASTM F626 -96. Color shall match that of chain link fencing and fencing appurtenances. B. Four (4) bat racks required for Base Bid. C. Alternate No. 5 Softball Field No. 3: Two (2) additional bat racks required. 2.10 BALLFIELD BASES AND PITCHING PLATES A. Bases: Bolco 400 -BB Intermediate Bases, 255 -BATM "Universal Steel Anchor Plate ", and 227 -FAS "Anchor Ground Stake ". Provide and install three (3) bases with three (3) anchor plates and ground stakes at each field at the 60' baseline layout. B. Home Plate: Bolco 300 -AS "All Play Home Plate ". Provide and install one (1) home plate at each field at the 60' baseline layout. C. Pitching Rubber: Bolco 450 -C1 "Four Way Las - Long ". Provide and install one (1) pitching rubber at each field at the 46' pitching distance layout. D. Supplier: Northwest Recreation, Portland, OR. (800) 448 -4858. E. Base Bid: six (6) bases and anchors, two (2) home plates, and two (2) pitching rubbers required. F. Alternate No. 5 Softball Field No. 3: three (3) bases and anchors, one (1) home plate, and one (1) pitching rubber required. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -6 PARKS AND RECREATION DIVISION YAKIMA, WA 2.11 BACKSTOP PROTECTION PADDING A. 3/4" thick black rubber padding to cover approximately 3' -6" high x 20' -0" long surface (field verify area), "Dinomat" from Dinoflex Manufacturing- supplied by Sitelines Park and Playground Products, Everett, WA (800) 235 -2440. Provide backstop protection padding for each backstop. B. Base Bid: backstop protection padding required for two (2) backstops. C. Alternate No. 5 Softball Field No. 3: backstop protection padding required for one (1) additional backstop. 2.12 STEEL BOLLARDS A. Fixed Bollards: 5" diameter Schedule 40 steel pipe x 3' -0" Exposed Height, Model #2190 — E, TimberForm Metal Bollard, embedment mounted in concrete footing, as manufactured by Columbia Cascade, Portland, OR, or approved equal. Finish: Custom colored powder coating to match dark green powder coating on ballfield chain link fence posts. WA supplier: ARCHITECREATION Site Furniture & Play Equipment, Seattle, WA (206) 932 -4730. B. Removable Bollards: 5" diameter Schedule 40 steel pipe x 3' -0" Exposed Height, Model #2190 — R, TimberForm Removable Metal Bollard with Model # 2190 -C enlarged sleeve and lockable hole cover, with sleeve mounted in concrete footing, as manufactured by Columbia Cascade, Portland, OR, or approved equal. Finish: yellow colored powder coating. WA supplier: ARCHITECREATION Site Furniture & Play Equipment, Seattle, WA (206) 932- 4730. C. Base Bid: Sixteen (16) fixed bollards and three (3) removable bollards required. 2.13 PICNIC TABLES — FRAMES ONLY A. Picnic tables - frames only, by Kay Park Recreation, or approved equal. Supplier: Northwest Playground Equipment, Inc. PO Box 2410, Issaquah, WA 98207. www.nwplayground.com Ph. 800 - 726 -0031, Fax 319 - 987 -2900. B. Picnic Table Frames - Model # J2G -8 series 2 -3/8" O.D. Schedule 40 Pipe, welded, powder coated, galvanized frames. Color to be selected from manufacturer's standard powder coat colors. C. Base Bid: Four (4) table frames required. 2.14 BENCHES A. Benches by Wabash Valley, or approved equal. Supplier: Northwest Playground Equipment, Inc. PO Box 2410, Issaquah, WA 98207. www.nwplayground.com Ph. 800 -726- 0031, Fax 319- 987 -2900. B. Model #CD8210 6' bench constructed of 3 /4" #9 expanded steel diamond plastisol mesh and 2 -7/8" O.D. galvanized tubing; surface mounted installation with MPC4 Surface Plate Cover set. Color to be selected from manufacturer's standard colors for the plastisol mesh and electrostatically applied, baked -on polyester powder for the galvanized tubing. C. Base Bid: Four (4) benches required. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -7 PARKS AND RECREATION DIVISION YAKIMA, WA 2.15 TRASH RECEPTACLES A. Trash Receptacles by Wabash Valley, or approved equal. Supplier: Northwest Playground Equipment, Inc. PO Box 2410, Issaquah, WA 98207. www.nwplayround.com Ph. 800-726 - 0031 , Fax 319- 987- 2900. B. Model # LRP55 55- gallon constructed of 3 /4" #9 expanded steel diamond piastisol mesh; surface mounted installation with 10057 Surface Mount Post package. Finish shall be piastisol for the mesh with color selected by Owner from manufacturer's standard colors. C. Furnish with Model # FTL04 flat galvanized Lid for 55- gallon receptacle. Finish shall be electrostatically applied, baked -on dry polyester powder with color elected by Owner from manufacturer's standard colors. D. Base Bid: Six (6) trash receptacles and lids required. E. Alternate No. 5 Softball Field No. 3: one (1) additional trash receptacle and lid required. 2.16 FOUL LINE POLES A. Foul Line Poles by Patterson — Williams Athletic Company, or approved equal. Supplier: Northwest Recreation, Tualitin, OR 97062. Local Contact Roland Radtke: Ph. 360- 357 -9966 or cell 306 - 556 -9933. B. Model # 1273 20' high Telescoping Foul Ball Poles constructed of Schedule 40 galvanized pipe and #11 diamond steel mesh; concrete embedded installation. Finish shall be electrostatically applied, baked -on yellow dry polyester powder. One pair (two units per ballfield) required. C. Base Bid: Two pair (four units) required. D. Alternate No. 5 Softball Field No. 3: One additional pair (two units) required. 2.17 TREE GRATES AND FRAMES A. Tree grates and frames by Wabash Valley, or approved equal. Supplier: Northwest Playground Equipment, Inc. PO Box 2410, Issaquah, WA 98207. www.nwpiayground.com Ph. 800 - 726 -0031, Fax 319- 987 -2900. B. Model # T94601 60" square ADA compliant, universal tree grates. Furnish with Model # TF60 60" square, one -piece frame constructed of 1/8" x 2' x 2" angle iron. Finish on tree grate frames shall be electrostatically applied, baked -on black dry polyester powder and on black Sixteen (A \ and frame units l required. d tree grate shall be black p1aS�ia�i. SixlCCl i t i 6/ tree grates ad �� a. i e uni�S total � e e 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -8 PARKS AND RECREATION DIVISION YAKIMA, WA PART 3 - EXECUTION 3.01 GENERAL A. Stake alignment and locations of all site improvements for review by Landscape Architect prior to installation. Incorrectly located work shall be removed and replaced by the Contractor at no additional cost to the Owner. B. Verify that subgrade has been properly compacted and compaction tests, if required, have been accomplished. Guarantee against settlement for one (I) year. C. Install rigid, plumb and true to lines and levels shown. Verify that all elements called for in this Section "fit" according to the drawings and existing site features. D. All ends of bolts to be ballpeened or otherwise tamperproof. File or grind all sharp edges. Touch up all powder coated hardware and fittings with minor scratches with color matched PVC touch up paint. E. Assemble (if required) and install all equipment specified by name /manufacturer as per approved manufacturer's printed instructions /recommendations. 3.02 CAST -IN -PLACE CONCRETE A. Conform to requirements of Paving and Surfacing, Section 02510. Layout as shown on drawings. Unless otherwise indicated exposed concrete shall have a light broom finish. Contractor shall take particular care to install expansion joints and control joints as indicated on drawings. B. Install following items with concrete footings - sized as per manufacturer's recommendations, Reference Specification, Standard Plans, or as detailed: 1. Chain Link Fencing, Backstop and Gate Posts 2. Player Benches 3. Signs 4. Bases and Plates 5. Foul Line Poles 6. Tree Grates and Frames 7. Steel Bollards 8. Trash Receptacles C. Tops of all footings shall be installed below all paving and 3" below ground surface, unless, otherwise indicated on drawings or specified herein. 3.03 CHAINLINK FENCE AND GATES A. Field stake layout of all fencing items for review by the Owner's Representative prior to installation. Verify minimum required clear distances between gate posts. B. Excavate field surfacing materials for installation of concrete footings for fencing posts. Install footings and fencing posts as per the Contract Documents. All posts shall be plumb 5/14/03 • CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -9 PARKS AND RECREATION DIVISION YAKIMA, WA and tops cut off level. Backfill all excavations with field surfacing materials to match surrounding field conditions. Compact surfacing materials above all footings. C. Install paving area below gates where indicated. See Section 02510, Paving. D. Minor touch -up of powder coated chain link appurtenances such as bolts, washers, clips, etc. - wiii be permitted with m at c hing color PVC: touch -up spray paint. 3.04 BLEACHERS A. Assemble bleachers as per manufacturer's written instructions. Remove all sharp edges from entire assembly. Attach assembly to pressure treated timber ground sills. Position completed assembly over concrete slab in locations indicated on the drawings and as directed by the Owner's Representative. 3.05 BAT RACKS A. Install inside dugout area near entrance to the infield. 3.06 PLAYER BENCHES A. Install player benches inside the dugout areas of each ball field where indicated on the drawings. Install with two (2) cubic foot concrete footings on each leg. Verify exact locations. B. All sharp edges on bench assemblies shall be ground smooth. 3.07 DUGOUT ROOFS A. Install dugout roofs secured to chain link fencing and posts as shown on the drawings. All bolts and fasteners shall be powder coated in color to match fence posts. B. Install metal roof per Section 07410 — Preformed Roof Panels. C. Wood finish: clear gloss, moisture -cured polyurethane; two coats minimum. 3.08 BALLFIELD BASES AND PITCHING PLATES A. Provide and install all bases and plates with ground stakes and 8" square concrete footings at the 60' baseline layout. 3.09 BACKSTOP PROTECTION PAD A. Attach protection pad material to timber backstop area with galvanized screws and cut washers at minimum 6" on center around the perimeter at 2" from all edges. Butt adjoining edges of pad tight to create a 1 uniform appearance. Cut protection pads neat and c l e an to fit area as required. 3.10 STEEL BOLLARDS Install fixed steel bollards and removable bollard sleeves in concrete footings per manufacturer's printed instructions. 3.11 PICNIC TABLE FRAMES A. Deliver picnic table frames to Parks Maintenance yard. 5/14/03 CITY OF YAKIMA SITE IMPROVEMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02800 -10 PARKS AND RECREATION DIVISION YAKIMA, WA 3.12 BENCHES A. Install benches on concrete slab with surface mount hardware. Install plumb and level in locations shown on drawings. Verify exact locations with Owner's Representative. Install as per Contract Documents. 3.13 TRASH RECEPTACLES A. Install trash receptacles on concrete slab or pad with surface mount hardware. Install plumb and level in locations shown on drawings. Verify exact locations with Owner's Representative. Install as per Contract Documents. 3.14 FOUL LINE POLES A. Install foul line poles in concrete footings in accordance with manufacturer's standard drawings and instructions. Install plumb and level in locations shown on drawings. Verify exact locations with Owner's Representative. 3.15 TREE GRATES AND FRAMES A. Install tree grate frames in 6" wide x 12" deep x 60" (interior dimension) square concrete screeds so tree grate frames will anchored in concrete and be flush with surrounding paving. Install plumb and level in locations shown on drawings. Verify exact locations with Owner's Representative. Install as per Contract Documents. END OF SECTION 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -1 PARKS AND RECREATION DIVISION YAKIMA, WA PART 1- GENERAL 1.01 SCOPE OF WORK Work in this section includes, but is not limited to the automatically controlled Irrigation System equipment, installation, testing, and water auditing as indicated. 1.02 RELATED WORK IN OTHER SECTIONS Coordinate related work specified in other parts of the Project Manual, included but not necessarily limited to, the following: A. Section 01300 - Submittals B. Section 01400 - Quality Control C. Section 02200 - Earthwork D. Section 02510 - Paving and Surfacing E. Section 02530 - Athletic Field Surfacing. F. Section 02800 - Site improvements G. Section 02900 - Landscape /Planting H. Section 16000 - Electrical Work 1.03 REFERENCES A. Selections from within the following standards (current as of Project Manual date) are stated herein: 1. Washington State Division of Industrial Safety, latest rules and regulations. 2. Western Plumbing Officials - Uniform Plumbing Code, latest edition. 3. Local Plumbing Code. 4. American Society for Testing and Materials (ASTM). D.1785 -83 Poly (Vinyl Chloride)(PVC) Plastic Pipes, Schedules 40, 80 and 120. D2466 -80 Poly (Vinyl Chloride)(PVC) Plastic Pipe Fittings, Schedule 40. Al20 -84 Pipe, Steel, Black and Hot Dipped Zinc - coated (Galvanized) Welded and Seamless, for Ordinary Uses. D2672 -81 Bell -End Poly (Vinyl Chloride)(PVC) Pipe. 5. National Fire Protection Association (NFPA) Publications: NFPA 70 National Electrical Code - latest edition 6. American Water Works Association (AWWA) Publications: C506 -78 Standard Backflow Prevention Devices - Reduced Pressure and Double Check Valve Types. B. When these specifications and /or drawings call for or describe materials, workmanship or construction of a better quality, higher standards or larger size, these specifications and /or drawings shall take precedence over the above rules, regulations or codes. 1.04 PERMITS /FEES Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Arrange inspections if required by local agencies and ordinances during the course of construction. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -2 PARKS AND RECREATION DIVISION YAKIMA, WA 1.05 SYSTEM DESCRIPTION Provide all materials, labor and equipment necessary for furnishing and installing automatically controlled irrigation system complete and fully operational. Includes, but is not limited to, connection to existing irrigation mains, laterals and control valves, trenching and backfilling, furnishing and installing all equipment and items indicated and specified, and balancing and testing of system. 1.06 SUBMITTALS A. At least 30 days prior to beginning work, submit the following data for products submitted for approval as equal. 1. Manufacturer's descriptive data including operating characteristics, operating pressures, pressure losses, materials used in products, test certificates, special features, guarantees and other data required to completely describe the product. 2. Samples of the proposed substitution when requested. Samples will be returned to Contractor whether or not approval is given. B. Project Record Drawings: Furnish Record Drawings of the complete irrigation system in accordance with the General and Special Conditions. 1. Contractor shall be furnished with one (I) set of full -size blueline prints and one (I) set of mylar reproducible prints showing irrigation work as designed under this contract. 2. Maintain the blueline prints on site at all times during construction. Make a daily record of all work installed on the prints. 3. On the prints, show actual location of valves, manual drains, risers, drainage piping and sleeving. Dimension from easily identified permanent features such as buildings, curbs, fences, walks or property lines. 4. Show approved manufacturer's name and catalog number on prints. 5. Make drawings to scale with all notations neat in appearance. 6. After testing and approval of mainlines and laterals for backfill, transfer all information noted on blueline prints to mylar in a neat, orderly way. 7. Turn the Record Mylar over to the Owner's Representative for review at or before the Preliminary Review of the Project. 8. At Final Review, submit Record Drawings, with all required changes, to Owner's Representative. Record Drawings must be approved prior to final payment. C. Operations and Maintenance Manual: At, or before, Preliminary Review of irrigation system, submit for review, one (1) manual, bound in hardback, 3 -ring notebook, to Owner's Representative. At a minimum, the following information /items are required to be in each manual: 1. List of authorized distributors and service representatives for each item of irrigation equipment including names, addresses and phone numbers. 2. Guarantee /warranty certificates for all equipment used and Contractor's written warranty for entire system one (I) year guarantee. 3. Instruction manuals for all equipment used. 4. Parts lists for each item with exploded views of each item showing part #'s. 5. Complete trouble shooting guide to common irrigation problems. 6. Winterization and spring start -up procedures. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -3 PARKS AND RECREATION DIVISION YAKIMA, WA 7. Chart of approximate length of operating times per each zone for programming controller zones for spring, summer and fall schedule. 8. A pocket for one (1) blueline print of the reviewed mylar Record Drawings. The print shall be added at time of Final Review. 9. 8 -1/2" x 11" copies of all irrigation construction details for the irrigation installation. 10. Controller cabinet keys. 1.07 QUALITY ASSURANCE A. Substitutions: 1. Specific reference to manufacturers' names and products specified in this Section are used as standards, but this implies no right to substitute other material or methods without written approval of the Owner's Representative. 2. Installation of any approved substitution is Contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of Owners Representative and without additional cost to Owner. 3. No substitutions will be permitted which have not been submitted for prior review (and approved) by the Owner's Representatives. 4. Approval by Owner's Representative of substituted equipment and /or dimensional drawings does not waive these requirements. B. Personnel: 1. Superintendent to be experienced and fully qualified to direct and perform all work in this Section. 2. Workmen to be qualified and competent. C. Special Requirements of Regulatory Agencies: 1. See referenced Codes, Ordinances. 2. Local Plumbing Code. 3. State of Washington rules, regulations and requirements. 1.08 DELIVERY, STORAGE AND HANDLING A. In accordance with the following: 1. Deliver material in original containers bearing the name of manufacturer, brand, and model. 2. Prevent damage to system components during loading, transporting, and unloading, or due to water conditions or any activities at the project site. 3. Protect polyvinyl chloride (PVC) pipe and fittings from direct sunlight. 4. Beds on which polyvinyl chloride (PVC) pipe is stored must be full length of pipe. F. Do not use any pipe or fittings that have been damaged, dented, or rusted. 1.09 PROJECT SITE CONDITIONS A. Site Conditions: 1 . Water Source: C to existing irrigation main detailed. 2. Electrical: Controllers are to be located in Restroom /Concession Building as shown on drawings. Connect to new 120 volt single phase power. See Electrical drawings. Coordinate installation with other trades. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -4 PARKS AND RECREATION DIVISION YAKIMA, WA 3. Sleeving: Sleeving is required for lines under all paved or surfaced areas, walls, and for control wire not running with piping. Coordinate installation with other trades. B. Underground Conditions: 1. All underground utilities shall be located and identified with proper color code. 2. Be familiar with all utility, irrigation, mechanical, and electrical drawings so that digging / drilling operations do not damage lines. Should utilities or other work not shown on the drawings be found during excavations, promptly notify Owner's Representative. Failure to do so will make you liable for any and all damage thereto arising from your operations subsequent to discovery of such utilities not shown on drawing. C. Replace or repair at your expense any existing planting, building, equipment, underground utilities, walks, stairs, and /or forms damaged as a result of your operations in a manner satisfactory to the Owner before final payment is made. 1.10 WARRANTY In addition to manufacturer's guarantees or warranties, warrant all work for one (I) year from the date of Provisional Acceptance against defects in material, equipment and workmanship. Warranty shall also cover repair of damage to any part of the premises (including planting) resulting from leaks, settlement or other defects in materials, equipment, and workmanship, including removal and repair of any settled pavement, to the satisfaction of the Owner. 1.11 BARRIERS, CONSTRUCTION WARNING FENCING, SAFETY GUARDS AND WARNING LIGHTS Provide for public protection, as required by the Washington State Department of Labor and Industries. PART2- PRODUCTS 2.01 GENERAL A. Material and equipment of types and sizes shown on drawings, details or as specified. Material throughout the system is required to be new and in perfect condition. B. Materials or products not as specified or not submitted for prior approval and approved shall be replaced immediately with the specified item. No field approvals will be given. 2.02 PIPE A. General: No substitutions of smaller pipe sizes will be permitted but substitutions of larger sizes of same type at no extra cost with approval are acceptable. Each length of PVC pipe is to be coded with an identifying extrusion "run" number and the manufacturer's name or trade name, the pipe size and schedule or class. B. Polyvinyl Chloride Pipe (PVC): 1. Mainline - all sizes: Polyvinyl chloride (PVC) 1120, 1220, Schedule 40, solvent weld and shall conform to ASTM D1784. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -5 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Laterals - all sizes: Polyvinyl chloride (PVC) 1120, 1220, Class 200, solvent weld and shall conform to ASTM D1784. 3. Threaded Pipe and Nipples: PVC 1120 and 1220, Schedule 80, conforming to ASTM D1785. 4. Brass Pipe and Nipples: threaded cast red brass nipples conforming to ASTM B43. • 2.03 FITTINGS A. Pressure mains: Solvent Weld Pipe (PVC) Schedule 40, conforming to ASTM D2466, Type, Grades I or 2. Fittings shall match pipe sizes indicated. B. Laterals: Solvent Weld Pipe (PVC) Schedule 40, conforming to ASTM D2466, Type, Grades I or 2. Pipe may be belled on one end with the dimensions of the tapered bell conforming to ASTM D2672. Molded fittings manufactured of the same material as the fitting socket taper shall L... sized that ...J. -� pipe, suitable for solvent weld. Slip fitting. socket tape shale be so sized hat a dry, unsoftened pipe end can be inserted no more than halfway into the socket. Plastic saddles and flange fittings not permitted. C. Brass Fittings: cast, red brass unions and fittings as noted on construction drawings. 2.04 SOLVENT WELD COMPOUND Two -step application using weld -on P -70 purple with primer and weld -on 711 heavy - bodied glue as recommended by pipe manufacturers to meet site conditions encountered. 2.05 VALVE BOXES A. Automatic Control Valve Box: 12" Standard Box #1419 -12 with locking cover as manufactured by Carson Industries Inc. or approved equal. Provide extensions as required. One valve per box, no exceptions. See drawings for detail. C. Shut -off Valve Box: Ametek #111129 -01 Roadway Valve Box, or approved equal.. 2.06 ELECTRICAL ENCLOSURE A. StrongBox Model SB- 24CR/120 w/ CSA subassembly, powder coated steel, metered enclosure, NEMA 3R with gasketted vents, mounting pan, duplex electrical outlet, as detailed, or approved equal. 2.07 CONTROL WIRING A. Copper, insulated single strand, minimum size AWG No. 14, 600 V., UL approved as Type UF. Color code as follows: Common ground wire White Control valve wire Red • Spare wire Orange B. Trace Wire: 12 gauge bare copper wire. C. Splice: Watertight electrical splices with 3M, DBY Connectors. D. Electrical Tape: Black plastic, 3/4" wide, spec. grade, 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -6 PARKS AND RECREATION DIVISION YAKIMA, WA min. .007" thick, all weather type. E. Duct Tape: All weather cloth tape. F. Plastic Ties: clear, plastic locking ties - size to allow for pipe diameter. 2.08 SLEEVE MATERIALS For control wires and water lines: PVC 1120, 1220, Schedule 40 pipe. 2.09 DRAIN ROCK Unfractured rock, pea gravel. 2.10 SWING JOINTS A. Quick coupling valve: Lasco # T1110 (1 "). B. Sprinklers: Triple swing joint assemblies with Marlex Street Elbows and Schedule 80 Nipples. 2.11 MAINTENANCE EQUIPMENT Provide two (2) manufacturer's service wrenches for each head type requiring such. PART 3 - EXECUTION 3.01 EXAMINATION A. Available Water Verification: Prior to the start of any work, verify available water source. Verify available gallonage at required operating pressure at point -of- connection. B. Verify installation conditions as satisfactory to receive work of this Section and as have been approved by Owner's Representative. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. C. Discrepancies in drawings /site: Report to the Owner's Representative any deviations between irrigation drawings, and the site. Failure to do so prior to the installing of the equipment and resulting in replacing, and /or relocating equipment shall be done at Contractor's expense. 3.02 PREPARATION A. Protection: 1. Protect work, adjacent property, public, visitors, and workers. Be responsible for any damage or injury arising from this contract. Take reasonable care to discourage vandalism. Confine work to areas designated. Do not disturb natural vegetation outside of project limit lines. Protect all trees and shrubs within project limits not designated to be removed. Repair or replace vegetation damaged as a result of your operations to satisfaction of Owner at your expense. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -7 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Furnish and maintain all warning signs, shoring, barricades, red lanterns, etc., as required by the Safety Orders of the Division of Industrial Safety, and local ordinances. Take care to protect open trenches and pits. B. Layout: 1. Layout work as acc as possible to drawings. Drawings are diagrammatic to the extent that swing joints, offsets and all fittings are not shown. 2. Stake the sprinkler irrigation system head locations following the schematic design shown on the plans for review by the Landscape Architect before the construction begins. Alterations and changes in the layout may be expected in order to conform to the ground conditions and to obtain full and adequate coverage of water. It is understood that corrective measures may become necessary but no changes or alterations in the system as planned shall be made without the prior authorization of the Owner's Representative. 3. Where connections to existing stub -outs are required, make necessary adjustment in layout to connect should stubs not be located exactly as shown. Adjust layout as necessary to install around existing work. Where piping is shown to be under paved areas, but running parallel and adjacent to planted areas, intention is to install piping in planted areas. Do not install directly over another line in same trench. No stacked pipe allowed! 4. install irrigation to avoid proposed tree locations. Plant locations will be field adjusted at direction of Owner's Representative to avoid irrigation equipment. 5. Provide for dewatering of trenches as required to keep all trenches dry until back - filling. 3.03 EXCAVATING AND TRENCHING A. Perform all excavations as required for installation of work included under this Section, including shoring of earth banks, is necessary. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations, to their original condition. B. Dig trenches wide enough to allow a minimum of 3" between parallel pipe lines. Trenches shall be of sufficient depth to provide minimum cover from finish grades as follows: 1. Over PVC pipe on pressure side of irrigation control valve, control wires and quick - coupling valves (mainlines): 24" min. 2. Over pipe on non - pressure side of irrigation control valve (lateral lines): 18" min. 3. All sleeving: 24" min. 4. Excavate to depth required in any material encountered with no extra compensation. Materials unsuitable for bedding of pipe to be removed to depth 3" below trench bottom and replaced with any of the following suitable bedding materials as directed by the Owner's Representati a. From bottom of trench to specified subgrade: Excavated trench material free of material which might damage the pipe including rocks, roots, sticks, debris, or other sharp objects over 1" in diameter; or an approved sand bedding material (minimum 3" below pipe to 3" above pipe at no additional cost to Owner.) h From subgrade to finish grade: oil or field surfacing u. I I ^vlill �uu auc to nl lial I gr auc: Topsoil field sial lain lg materials as required, depth and type as specified in Section 02900, Landscape / Planting and Section 02530 Athletic Field Surfacing. (Except in paved areas) 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -8 PARKS AND RECREATION DIVISION YAKIMA, WA 5. The top 6" of topsoil, when such exists, shall be kept separate from subsoil and shall be replaced as the top layer when backfill is made. Imported topsoil shall be used as backfill where native topsoil is less than 4" depth in lawn areas and 6" depth in planting areas. 6. If rocky conditions are encountered, excavated trenches shall be backfilled with an approved sand bedding material. (Minimum 3" below pipe to 3" above the pipe at no additional cost to the Owner.) C. Exercise care when excavating trenches near existing trees and shrubs. Where roots are 2" and greater in diameter, except in the direct path of the pipe, hand - excavate and tunnel, where large roots are exposed, wrap with heavy burlap for protection and prevent excessive drying. Trenches dug by machines adjacent to trees having roots 2" and less in diameter, shall have the sides hand trimmed making a clean cut of the roots. All roots 1/2" and greater in diameter that are cut and trimmed shall be treated with an approved tree wound dressing. Trenches having exposed tree roots shall be backfilled within 24 hours unless adequately protected by moist burlap or canvas. D. Dispose of all surplus excavation from trenches off the project site. Remove all sticks, trash and other extraneous material over 3" in diameter off the project site. 3.04 SLEEVING A. Install sleeves for all piping and wiring under all paved or surfaced areas, through walls, and as required to facilitate a smooth construction sequence prior to paving and pouring operations. B. Sleeves shall be minimum twice the IPS diameter of insert pipe and shall extend a minimum of 12" beyond edge of walls, walks, and paving. Allow sufficient space for valve wiring. C. Plug ends of sleeves around insert piping with fiberglass insulation material to prevent soil from entering ends. Complete this prior to backfilling of trenches. D. Coordinate sleeving with other trades as required. E. Base Bid: in addition to sleeving requirements outlined above, install all irrigation sleeving between future north parking lot islands. F. Alternate No. 5: Install all irrigation sleeving between future south parking lot islands. 3.05 PIPE LINE ASSEMBLY A. General: 1. Install pipe in accordance with manufacturer's instructions. 2. Seal all threaded joints with Teflon tape, Rectorseal "Heavy Duty" #100 Virgin Teflon Thread Sealing Paste, or Lasco Blue Pipe Thread Sealant. 3. Take care not to overtighten metal pipe to PVC fittings. 4. Keep interior of pipes clean and free from dirt, debris, excess solvent, pipe cuttings or burrs and ream to full diameter. When pipe laying is not in progress, close end of pipe. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -9 PARKS AND RECREATION DIVISION YAKIMA, WA B. PVC Pipe: 1. Use two -step solvent weld process only, apply as per manufacturer's recommendations. 2. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld setting and curing. 3, The joints shall be allowed to cure at least 24 hours before pressure is applied to the system. 4. Only factory threaded Schedule 80 PVC pipe may be connected to a threaded fitting without an adapter. 5. Snake pipe from side to side of trench bottom to allow for expansion and contraction. C. Brass Pipe: Install stal p o r..1... ce • .: a4. ;...4.. and ni ..C,....a... e er . !I IJL UI N 1pe 17 71 accordance H R., YYSLI s industry LI y .i lGis IUas U.7 and s s Iai IUIc .,LUs CI recommendations. 3.06 SPRINKLER HEADS / QUICK COUPLERS A. Quick Couplers: 1. install on gasketted triple swing joints as detailed. 2. Minimum riser size shall be the iron pipe size of the quick coupler inlet. 3. Set all quick couplers flush with final finish grade. B. Rotary Sprinklers: 1. Install on Marlex triple swing risers as detailed. 2. Minimum riser size shall match pipe size of the sprinkler inlet. 3. Set top of all heads to finish grade. 4. Set all heads perpendicular to finish grade, maximum 6 ", and minimum 3 ",back from curbs or walks unless otherwise noted. 3.07 AUTOMATIC CONTROL VALVES / VALVE BOXES A. Install in approximate locations shown on plan, outside of paved areas, and grouped together where possible. B. Avoid all proposed tree locations. Adjust equipment location as needed. C. Where valves occur adjacent to paved areas, install so that the valve box will be no closer than 12" to paving and perpendicular or parallel to it. Grouped valves shall be spaced evenly to present a neat appearance. • D. Enclose all valves in valve boxes except drain valves which are to be enclosed in protective sleeves with locking caps. Valve box extensions may be required. Install as per detail and locate precisely by dimensions of two (2) fixed objects on Record Drawings. E. Check and tighten all valve bonnet packings and bolts. F. Provide sufficient room in boxes to service all equipment. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -10 PARKS AND RECREATION DIVISION YAKIMA, WA 3.08 AUTOMATIC CONTROLLERS A. Install in accordance with local code and manufacturer's printed instructions. Provide conduit stub -out from service location as necessary to complete installation. See Electrical Drawings. B. Connect remote control valves to controller in sequence as noted on the drawings. C. Install controller in Restroom /Concession Building as noted. Verify exact location with Owner's Representative. D. Affix a copy of the irrigation diagram to inside of cabinet door. Irrigation diagram shall be a copy of the mylar record drawing and clearly show all valves operated by the controller, showing station number, valve size, and type of planting irrigated. 3.09 CONTROL WIRING A. Wiring between automatic controller and automatic control valve shall comply with National Electrical Code, latest edition, and shall have a common neutral, white; and separate control conductor for each valve. B. Splices will be permitted only at junction boxes, valve boxes, or at control equipment. A minimum of 2' of excess conductor is to be left at all splices, terminal and control valves to facilitate inspection and future splicing. Encapsulate all splices with approved sealants. C. Control wires are to be taped together at 5' intervals with electrical tape, then this bundle is to be taped to the bottom of the main (supply) line at 10' intervals with at least one (I) full wrap of duct tape. Tie a loose 20" loop in all wiring at changes of direction greater than 30 degrees. Untie all loops after all connections have been made. D. At your option, the control wire may be placed to the side of the main rather than below, provided that the wire is not installed above the top of the main nor more than 8" from the side of the main. The bundle of control wires are to be taped together at 5' -0" intervals. E. Run two (2) unconnected continuous spare control wires through each intermediate valve box (with loop) between controller and furthest automatic control valve. F. Sleeve all control wire which does not run with irrigation piping. G. When backfilling around valve box, make sure that spare wires are exposed in valve box. H. Provide and install bare copper trace wire with all piping, mains and laterals. Attach to piping with nylon wire tie at minimum 10 foot intervals and at all changes in direction. All splices shall be made by twisting ends together and attaching with watertight splices as specified. 3.10 STUB -OUTS A. Install capped stub -outs of pressure main piping along with additional and spare valve wiring at locations indicated on the Irrigation Plans. Install stub -out and all wiring inside standard valve box with locking cover. Install concrete thrust blocking on all end caps. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -11 PARKS AND RECREATION DIVISION YAKIMA, WA 3.11 FLUSHING A. Two (2) fully -open flushing: One (1) prior to placement of valves, the second after placement of valves and quick coupler and prior to hydrostatic testing. B. Mainlines: Two (2) fully -open flushings: One (I) prior to placement of valves, and a second prior to hydrostatic testing after placement of control valves, quick couplers and • drain valves. C. Lateral Lines: One (I) fully -open flushing prior to placement of sprinkler heads. 3.12 TESTING A. General: I� V performed under th. observation of the Owner's i . To be valid, all tests must be [.1er lug 1 t iCU ui �ucl u I :vus: � vai�v� a v the vw� �ci a Representative. 2. Submit verbal requests for review to Owner's Representative at least 48 hours prior to anticipated testing. Do not request testing until satisfied that work will pass test. 3. If any part of the irrigation system is backfilled before testing or review, it must be completely uncovered and exposed until approved for backfilling. 4. Furnish a pressure gauge mounted on a quick coupler valve key for testing at point directed by Owner's Representative. B. Preparation: 1. Prior to request for preliminary testing, accomplish the following: a. Install all piping, valves and other equipment except sprinkler heads. b. Purge all air from lateral lines and cap all risers. c. Purge all air from mainlines. C. Testing: 1. Test of Mainlines and Valves: With all valves in place and closed, test at 150 psi minimum for 30 minutes without introduction of additional service or pumping pressure. Lines which show loss of pressure exceeding 5 psi at the end of specified test period shall be rejected. 2. Test of Laterals: Purge all air from laterals and cap all risers. Open valves and bring system to line pressure. Lateral lines will be reviewed visually. Piping and fittings which evidence visible leakage shall be rejected. Leakage of temporary caps on risers is acceptable. 3. Rejected systems or portions of system shall be repaired and retested until approved. Do not request retest until satisfied that system will pass testing requirements. 3.13 BACKFILL AND COMPACTION A. Backfill: 1 After 4 is operating and the required tests and appr Ovals have been ma..dp �i °i system is operating i ui i y YY' backfill excavations and trenches with the specified backfill. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -12 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Backfill when PVC pipe is not in an expanded condition due to heat or pressure. Cooling the pipe can be accomplished by operating the system a short time or by backfilling in the early part of the morning. 3. The top of the backfill shall be topsoil (as per Section 02900) with all rocks, sod and sticks removed. B. Compaction: 1. Trenches shall be backfilled with moist soil material. Water shall be applied to dry backfill as required for optimum compaction. No sluicing of backfill material shall be permitted. Trenches will be backfilled uniform flush with the surrounding grade, raked and rolled with a roller weighing min. 90 lbs. per linear foot. 2. Trenches or tunnels under roads or paved areas shall be backfilled and tamped with a mechanical tamper in successive 6" lifts. 3. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 95% density under pavements, 85% under planted and lawn areas. 4. Dress all areas to surrounding finish grades 3.14 RESTORATION AND CLEAN UP A. Restore all planting and lawn areas to original condition prior to beginning work. B. Repair any damage to plant material or adjacent areas. C. All roots, rocks and debris shall be removed from site. D. Sweep and wash spotlessly clean all walks and pavement. 3.15 WATER AUDIT IMPLEMENTATION A. Upon completing the installation of the irrigation system, an irrigation audit shall be conducted by an Irrigation Association Certified Water Auditor prior to the Final Review. B. A licensed Landscape Architect, professional irrigation consultant or other licensed or certified professional in a related field shall conduct a Final Review and upon completion of all punchlist items generated during the audit and Final Review shall provide a certificate of substantial completion to the Owner. C. At a minimum, audit shall be in accordance with the State of California Landscape Water Management Program, as described in the Landscape Irrigation Auditor Handbook, the entire document which is hereby incorporated by reference (See Landscape Irrigation Auditor Handbook, June 1990, Version 5.5). D. The primary test performed for each system will be to determine the system's uniformity. A low quarter uniformity test will be utilized in which plastic catchments are layed out in a grid pattern over the zone. The valve is operated for a timed duration and then the water caught in the catchment is recorded. The average water amount caught is then divided by the average caught in the lowest 25% to achieve a low quarter uniformity percentage. All zones must meet a minimum of .625% to pass. Zones not passing the test will require retesting and a passing score before the project installation will be approved. E. All testing and retesting will be at contractor's expense. Selection of the Certified Water Auditor is subject to the Owner's approval. 5/14/03 CITY OF YAKIMA IRRIGATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02810 -13 PARKS AND RECREATION DIVISION YAKIMA, WA 3.16 REVIEWS A. Notification: Submit verbal request for reviews to Owner's Representative at least 48 hours prior to anticipated reviews. B. Prior to request for Preliminary Review accomplish the following: 1. Complete all work including balancing, adjusting the system (flow adjustment keys, nozzles, etc.) to provide optimum coverage without fogging. 2. Adjust sprinkler heads to finish grade as detailed. 3. Clean out all sediment from valve boxes. Verify that all wiring (including spare wires) are visible. 4. Complete the Operations and Maintenance Manual ready for review by Owner's Representative. O &M Manual shall include written description of winterization measures. r Complete m lar Record Drawing f rev by Owner's Representative. LUrnp��i� ,,,y,a, t'.CL:UIC7 t1ic7W „ i 9C,j for review by Owner's eea�,cac „iauvc. 6. Obtain all miscellaneous keys, spare parts and tools required under this contract for review by Owner's Representative and delivery to Owner. 7. Provide copy of Record Drawing and attach to inside face of controller cabinet. C. Preliminary Review (Punch List): Request review at time of completion of all work under this contract (including planting, seeding). 1. Coverage check: Operate each zone of the system with the controller at direction of Owner's Representative. 2. Make all adjustments recommended by Owner's Representative. D. Final Review /Provisional Acceptance: 1. Correct all Punch List items prior to requesting Final Review. 2. At the time of, and as part of, the Final Review, conduct a training and orientation session for the Owner covering the operation, adjustment and maintenance of the irrigation system. The Record Drawings and Operations and Maintenance Manual shall be reviewed and all features explained. Notify the Owner in writing two (2) weeks prior to the training and orientation session. The date and time of the session shall be subject to approval of the Owner. 3. Operations Test: Test is acceptable if system operates through at least one (I) complete cycle in a satisfactory manner, with uniform coverage of areas to be irrigated, and automatic controls functioning properly. 4. Acceptance of work establishes beginning of one (I) year warranty period for irrigation system. END OF SECTION 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -1 PARKS AND RECREATION DIVISION YAKIMA, WA PART 1 - GENERAL 1.01 SCOPE OF WORK Work in this section includes but is not necessarily limited to the Landscape / Planting as indicated. 1.02 RELATED WORK IN OTHER SECTIONS Coordinate related work specified in other parts of Project Manual, including, but not limited to, following: A. Section 01400 - Quality Control B. Section 01630 - Substitutions and Product Options C. Section 02100 - Site Preparation D. Section 02200 - Earthwork E. Section 02530 - Athletic Field Surfacing F. Section 02810 - Irrigation 1.03 REFERENCES A. Selections from within the following standards (current as of Project Manual date): 1. Washington State Department of Agriculture (WSDA): Washington State Standards for Nursery Stock, Order No. 1627. 2. United States Department of Agriculture (USDA): Soil Classification. 3. U.S. Department of Agriculture (USDA) Publications: a. Federal Seed Act of August 9, 1939. Reprinted September 1975: 53 Stat 1275 Rules and Regulations b. Soil Survey Investigation, Report No. 1, Soil Survey Laboratory Methods and Procedures for Collecting Soil Samples, Soil Conservation Service, April 1972 4. American Association of Nurserymen: American National Standards Institute (ANSI): ANSI -Z 60.1 -1980 American Standard for Nursery Stock. 5. American Joint Committee of Horticulture Nomenclature: Standard Plant Names, current edition. 6. Federal Specifications: (FS) O- F -241D: Fertilizer, Mixed, Commercial. (FS) Q- P -166E: Peat Moss, Peat Humus and Reed -Sedge Peat 1.04 SYSTEM DESCRIPTION Provide all materials, labor, and equipment necessary for finish testing, grading; spreading, imported topsoil, topsoil preparation, amendments and installation; planting of trees, seeding; protection, maintenance, guarantee and replacement of plants; and related items necessary to complete the work indicated. Work includes providing all necessary equipment for watering until final acceptance, for establishing all lawn areas and planting. 1.05 SUBMITTALS A. In accordance with 01300 and the following: B. Plant Material Documentation: 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -2 PARKS AND RECREATION DIVISION YAKIMA, WA 1. Within 30 days after award of General Contract, submit documentation that all specified plant materials have been ordered. 2. List suppliers names, addresses, and phone number. 3. List respective growing or storage locations with addresses. C. Soil Testing: Submit two (2) representative samples of proposed imported topsoil to Soils & Plant Laboratory, Bellevue, WA Ph. (206) 746 -1665 for test #A05, and one (1) sample to Landscape Architect. Submit test results to Landscape Architect for review. Adjust fertilizer /amendment composition as recommended by the laboratory. Contractor to make arrangements for, and pay, for tests and fertilizers /amendments. 1.06 QUALITY ASSURANCE A C. pp li e r /Instiller Q ialificatinne• Tn be a "specialist" in landscape installation. B. Special Requirements of Regulatory Agencies: 1. See referenced Codes, ordinances, and the like Section 01060. 2. Washington State Department of Agriculture: Regulations. 3. Standard specification for Road, Bridge and Municipal Construction, Current Edition. 1.07 DELIVERY, STORAGE AND HANDLING A. In accordance with the following: B. Delivery: 1. Protect plants during delivery to prevent damage. Protect trees during transport by tying in branches and covering all exposed branches. 2. Protect seed during delivery from drying out or becoming contaminated. 3. Fertilizers to be in original unopened container, each bearing the manufacturer's guaranteed analysis. 4. Pesticides, herbicides and soil fumigants to be in original unopened containers labeled with Environmental Protection Agency and State registration number and manufacturer's registered uses. 5. Acceptance at site: Upon delivery, verify undamaged conditions. 6. Deliver all plants with legible identification nursery labels. a. Label trees and bundles of like shrubs. b. State correct plant name and size. c. Use durable waterproof labels with water - resistant ink, which will remain legible for at least 60 days. C. Storage: 1. Protect plants and seed from sun and drying winds. 2. Keep seed, lime and fertilizers in dry storage and away from contaminants. 3. Maintain and protect plant material not to be planted within four (4) hours in a safe, healthy, vigorous condition. 4. Do not store pesticides, herbicides, and soil fumigants with any other landscape materials. Store in secure separate structure or vehicle. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -3 PARKS AND RECREATION DIVISION YAKIMA, WA D. Handling: Protect plants from injury during handling and transportation on -site. 1.08 PROJECT SITE CONDITIONS A. Environmental Requirements: 1. Plant during periods normal for optimum growth, as determined by season, weather conditions, and accepted practice. Planting operations may be conducted under unseasonable conditions, without additional compensation, and by accepting FULL responsibility for any subsequent, resulting losses. 2. Seeding: All seeding shall be completed before October 1, regardless of any time extensions to the contract. 3. All graded areas not seeded or paved by October 1 shall be covered with two inch (2 ") depth straw to prevent erosion. Straw to be provided and installed by the Contractor. 4. Do not perform seeding when ground is frozen, snow covered, muddy or in an unsatisfactory condition. B. Underground Conditions: 1. Be cognizant of utility lines and underground obstructions. 2. Be familiar with utility, irrigation, mechanical, and electrical plans so that digging/ drilling operations do not damage lines. C. Satisfactorily repair and replace at Contractor's expense damaged buildings, equipment, underground utilities, paving, surfacing, and forms damaged as a result of your operations. 1.09 SEQUENCING /SCHEDULING A. Phase in properly with Landscape Architect reviewed /accepted Progress Schedule. B. Coordinate ordering of all materials immediately following General Contract award. Assure that specified sizes, quantities, and the like are furnished and installed. C. See seeding deadline date (above). 1.10 WARRANTY A. Note that Warranty Period for this work, while of the standard / General Conditions one year's duration, is timed to begin not at Substantial Completion, but as specified this Section, Part 3. B. Guarantee Replacement: Plant Material: Warrant for healthy, thriving conditions: a. Trees for one (1) year. b. Seeded lawn until active, vigorous growth is evident. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -4 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Remove and replace immediately during the Guarantee Period: dead, diseased, dying, broken or disappeared plant materials (due to any cause, except those noted below). Perform, at no additional expense to Owner. Use specified plants and plant as specified; guarantee until acceptable active, healthy growth is evident. 3. During Guarantee Period, Contractor is not held responsible for replacing plants destroyed or damaged by vandalism, accidents caused b veh (other than Contractor's), or Acts of God (provided that Contractor has exercised due care to protect the work). When required replacement time falls due during non - planting season, Contractor may request Owner's permission to defer planting until proper season. If granted, immediately remove from site dead plants, including all roots. Backfill pits properly with planting mix. Finish grade and leave in acceptable condition until proper planting season occurs. Replacement plants are required to be of same kind and size originally planted. Plant as originally specified. 1.11 SUBSTITUTIONS Propose only at the time of submitting documentation of ordered plant material. Any proposed substitution requires written proof from at least five (5) sources (major plant suppliers) that specified plant is not available. 1.12 BARRIERS, CONSTRUCTION WARNING FENCING, SAFETY GUARDS AND WARNING LIGHTS Provide for public protection, as required by the Washington State Department of Labor and Industries. PART 2- PRODUCTS 2.01 MATERIALS / GENERAL Comply with "Quality Assurance" provisions, "References ", Specifications, and Manufacturer's data. Where these may be in conflict, the more stringent requirements govern. 2.02 PLANT MATERIALS A Standards: Meet or exceed following reference standards for quality, size, and condition: 1. Washington State Standards for Nursery Stock: Order No. 1627. 2. ANSI Z 60.1 -1980: American Standards for Nursery Stock. B. Plant Names: Plant varieties shall be as specified in the plant list and be true to botanical name as listed in the latest edition of "Standardized Plant Names" as adopted by American • Joint Committee of Horticulture Nomenclature. C. Plant stock shall: 1. Be fresh, well - foliaged, in prime condition when in leaf, and exhibiting normal habit of growth. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -5 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Have all leaders and buds intact, free of disease, injury, insects, insect eggs, larvae, and indications of strawberry root weevil. 3. Be free of seeds, weed roots, and other such contaminants. D. All plant material shall be nursery grown unless otherwise indicated. Native plants shall be locally grown in Western Washington. E. Plants are required to be from stock acclimated to Project Site environmental conditions, having been consistently cultivated and grown under these conditions. No cold storage plants are permitted. Grafted trees are required to be grafted at ground level. F. Ball and burlapped (B &B) stock is required to have a natural ball sufficient to insure survival and healthy growth. G. Bare root (BR) materials are required to have sufficient root system insuring survival and healthy growth. H. Container grown plants are required to have sufficient growth to hold the earth intact when removed from containers but shall not be root bound. 2.03 SEED A. Quality: 1. State certified seed of the latest season's crop. 2. Deliver in original sealed packages bearing producer's guaranteed analysis for percentages of mixtures, purity, germination, weed seed content, and inert material. 3. Seed labels are required to be in conformance with U.S.Department of Agriculture rules and regulations under Federal Seed Act 53 Stat. and applicable State seed laws. 4. All seed shall be blue tag or certified quality. B. Ballfield and Irrigated Lawn Seed Mixture: 1. All Ballfield Areas and irrigated lawn areas (% by weight) 40% Low -grow turf -type Perennial Rye Blend of three different varieties 40% Kentucky bluegrass blend of drought resistant varieties such as Touchdown, Banff, Baron, or Adlephi. 20 %Turf -type tall fescue cultivars 2. Seeding Rate: 7 lbs. per 1,000 sq. ft. 3. All seed minimum 98% pure and minimum 90% germination. C. Rough Grass Seed Mixture 1. All non - irrigated rough grass seeded or disturbed areas(% by weight) 100% Wheatgrass 2. Seeding Rate: 6 lbs. per 1,000 sq. ft. 3. All seed minimum 98% pure and minimum 90% germination. 2.04 HYDROSEED MULCH/TACKIFIER Woodfiber mulch with 3% tackifier, or approved equal. Apply at rate of 2,000 lbs / acre. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT ® PHASE 1 Section 02900 -6 PARKS AND RECREATION DIVISION YAKIMA, WA 2.05 IMPORTED TOPSOIL A. Imported topsoil for irrigated lawn areas and groundcover areas in parking lot islands shall be minimum 4" and 12" compacted depths respectively, of the specified Outfield Surfacing Mix in Section 02530 Athletic Field Surfacing. Apply specified fertilizers as adjusted by the soils testing lab. Thoroughly incorporate amendments into surfacing by rototnungto a depth of 3 "). B. Specific amendments and fertilizer specification shall be as per Soils and Plant Laboratory, Bellevue, WA recommendations from representative topsoil samples furnished by Contractor. Adjust fertilizer /soil amendment composition as recommended by the laboratory. Contractor to make arrangements for, and pay for, tests and furnishing and incorporating all recommended fertilizers /amendments into the topsoil. n nG SOI1 AMACN MENT L.VV a34>eL inIYe ve.s Leeves. —ee A. Soil Amendment: Composted Sewage Sludge Waste - 'Steerco' fine grade material, <7/16" screened and conditioned in storage piles for at least three months prior to use. 2.07 pH ADJUSTERS: Lime: 50% Agricultural grade finely ground dolomitic limestone and 50% calcium carbonate limestone with gradation as follows: minimum 75 percent passing 100 -mesh sieve, and 100 percent passing 20 -mesh sieve. 2.08 FERTILIZER A. General: Use brands acceptable to Landscape Architect and that conform to applicable State fertilizer laws. 1. Pre -plant fertilizer for all seeded areas: 16 -20 -20 at 5 lbs. per 1,000 square feet and 38% ureaformaldehyde at 5 lbs. per 1,000 square feet. 2. Post -plant fertilizer for all seeded areas: Ammonium sulfate at 5 lbs. per 1,000 square feet. Two (2) applications required. B. Trees and Groundcovers: 1. Fertilizer packets, 21 -gram size, as manufactured by Agriform International Chemicals, Inc., 20 -10 -5 analysis. Apply at rate of: Groundcover 1 tablet Trees *4 tablets * 4 tablets for every foot of ball diameter. 2.09 MULCH — Tree Planting Beds A. Composted Yard Waste - Medium grade material, screened and conditioned in storage piles for at least three months prior to use. Material as supplied by Cedar Grove Compost Company (206) 763 -2700 or approved equal. None of following content permitted: 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -7 PARKS AND RECREATION DIVISION YAKIMA, WA 1. Resin, tannin, wood fiber, salts, or: 2. Other compounds detrimental to plant life B Size Range: 7/16" to 3/4 ", with maximum of 30% passing a 1/2" screen. 2.10 PLANTING PIT BACKFILL MIX A. Backfill mix for planting trees and irrigated lawn areas outside of ballfield areas shall be the imported topsoil amended to the soils laboratory recommendations. Above materials shall be thoroughly blended prior to use for backfilling planting pits. B. Only non - amended, native soil shall be used immediately below the root ball for purposes of establishing plant depth. The above blended formulation shall only be used as a backfill mix around the sides of the rootball after the proper depth of the plant material has been established. 2.11 STAKING MATERIAL All trees shall be staked with minimum two (2) 2" diameter pressure- treated pine stakes driven a minimum of three feet six inches (3' -6 ") into the ground. Top of stake shall be six feet (6') above finish grade and stand vertical. Tie tree to stake as detailed. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this section and have been approved by Landscape Architect. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. B. Field Measurements: Verify actual layout in relation to drawings. Make adjustments as required by Landscape Architect, at no additional cost to the Owner. 3.02 PREPARATION A Preparation includes soil preparation in all planting and seeding areas and any finish grading necessary or incidental to all planting operations. B. Subgrade: 1. Adjust all subgrades as required along all existing permanent surfaces such as paving, curbs, concrete structures, etc. to permit the installation of, and smooth transition with, imported topsoil to the minimum specified depths. (All finish grades shall be flush with adjacent surfaces unless otherwise shown.) C. Finish Grading All Rough Grass Seeded Areas: 1. Establish finish surfaces to conform with grades shown on the drawings. Provide for rounded tops and flared bottoms at mounds (berms) and ensure positive surface drainage to drainage structures. 2. Spread pre -plant fertilizer and rake into the top two inches (2 "). 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -8 PARKS AND RECREATION DIVISION YAKIMA, WA 3. Rake, float, drag, roll and perform all necessary operations to remove surface irregularities and to provide a firm, smooth surface with positive drainage. Remove all rocks, sticks and other debris 1" and larger. 4. Finish grades shall be flush with adjacent surfaces unless other wise specified or detailed. 5. Surface drainage shall be away from all foundations and hardscape. 6. Finish grades must be reviewed by the Landscape Architect prior to any seeding. D. Topsoil Installation in Outfield Areas, Irrigated Lawn Areas and Groundcover Areas: 1. Place uniform 2" lift of imported topsoil over prepared subgrade Thoroughly incorporate topsoil into subgrade by rototilling to a depth of 4 ". 2. Outfield Areas: Place second uniform 8" lift of imported topsoil over field surfacing materials in outfield Apply specified fertilizers to surface .gu d n uv�s� materials ... ........... .... ,....., se -r Apply _ r _ ___'_ per the soils testing lab recommendations. Thoroughly incorporate amendments into surfacing by rototilling to a depth of 4 ". 3. Irrigated Lawn Areas: Place second uniform 2" lift of imported topsoil over field surfacing. Apply specified fertilizers to surface per the soils testing lab recommendations. Thoroughly incorporate amendments into surfacing by rototilling to a depth of 4 ". 4. Groundcover Areas: Place second uniform 10" lift of imported topsoil over field surfacing. Apply specified fertilizers to surface per the soils testing lab recommendations. Thoroughly incorporate amendments into surfacing by rototilling to a depth of 4 ". E. Finish Grading Ali Seeded Lawn and Planting Areas: 1. Establish finish surfaces to conform with grades shown on the drawings. Provide for rounded tops and flared bottoms at mounds (berms) and ensure positive surface drainage to drainage structures or the pond. 2. Spread pre -plant fertilizer and rake into the top two inches (2 "). 3. Rake, float, drag, roll and perform all necessary operations to remove surface irregularities and to provide a firm, smooth surface with positive drainage. Remove all rocks, sticks and other debris 1" and larger. 4. Finish grades, after installation of topsoil or mulch, shall be flush with adjacent surfaces unless other wise specified or detailed. 5. Surface drainage shall be away from all foundations and hardscape. 6. Finish grades must be reviewed by the Landscape Architect prior to any planting or seeding. of topsoil, t ree l for Landscape scap E. Plant Locations: After placement o t f WlJJU11, stake tree locations ivi �c�� � .wu Architect's review and approval. Make required field adjustments as directed without additional cost to the Owner. Avoid obstructions such as power lines, • electrical equipment, irrigation lines and heads, and the like. F. Protect the public, adjacent properties, surfaces, and surrounding areas to preclude harm during work of this Section. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -9 PARKS AND RECREATION DIVISION YAKIMA, WA G. Provide all necessary planting safeguards required until Provisional Inspection Acceptance is accomplished, or for such time as required to assure vigorous establishment of the plant material. H. Protect unfinished work when stopping for the day. 3.03 INSTALLATION A. Install the work in accordance with "Quality Assurance" provisions, "References ", Specifications, and Manufacturer's directions and recommendations. Where these may be in conflict, the more stringent requirements govern. B. Trees: 1. Excavate pits 6" deeper and twice diameter of root ball. Remove excavated soil from the site. Thoroughly scarify bottom of pits by shovel cutting to a depth of 12 ". Shovel cut pit sides to help root penetration. 2. Backfill bottom of tree pit (minimum 6 ") with compacted native soil to such an elevation that when tree is installed, it will be at proper finish grade. Compact backfill by hand methods and water to eliminate all voids. 3. If water is encountered in excavation, raise bottom of pit above water level. At surface, create slight mound feathered into surrounding grade. 4. Place tree in upright position in center of pit; release root covering; spread roots. Place roots to have a natural spread and distribution. Cut and spread any circling roots encountered. Thoroughly pack and puddle planting mix around roots. Take care not to injure root systems while back - filling and compacting. After water settles, fill again with planting mix and water. Then compact to a grade of not more than 1/2" higher than original ball. 5. Watering Basins: Construct a small berm of planting mix as detailed around each tree. In lawn areas, finish grade smooth with surrounding area. 6. Fertilize trees at specified rate; apply uniformly around circumference of root spread under 2" planting mix cover, push specified fertilizer tablets into the backfill mix a minimum of 4 ", evenly spaced. 7. Stake trees immediately after planting, as detailed. Trees and their supports are required to be vertical. 8. Excess Soil: Use excess planting mix to form watering basins. Dispose of unsuitable excess soil off-site. C. Mulching: Immediately after completion of tree planting, mulch a 3' diameter ring around each tree to a minimum compacted depth of 2 ". Install continuous 2" minimum compacted depth mulch in all planting areas. D. Seeding: 1. Seeding of ballfields and lawn areas shall proceed immediately after completion of soil amendment incorporation, finish grading, and review of grades by the Landscape Architect. All grass ballfield and lawn areas shall be seeded with a brillion type seed applicator. Seed shall be applied in two separate directions each 90 degrees to the other. Seeding rates shall be as specified. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -10 PARKS AND RECREATION DIVISION YAKIMA, WA 2. Seeding of rough grass areas shall proceed immediately after completion of soil amendment incorporation, finish grading, and review of grades by the Landscape Architect. Rough grass areas shall be seeded by hydroseed application. Seeding rates shall be as specified. E. Finishing: Edging: Uniformly edge beds of individual plantings to provide a clear - cut division line between planting area and adjacent lawn. Form bed shape as indicated on drawing. F. Pruning and Repair: 1. Upon completion of the work of this Section, prune new trees as directed. Repair any injuries. 9. Pruning: Do not change the natural habit or shape of the plant. Make cuts flush. Do not remove leader. Leave no stubs. Trace back to living tissue and remove injured cambium or cuts over 3/4" diameter, bruises, and bark scars. Smooth and shape wounds so as not to retain water. Coat treated areas I/2 inch diameter and larger with approved tree wound dressing. 3. Limb up existing trees as shown on the drawings. G. Restoration and Clean -Up: Remove excess waste material daily. When planting in an area is complete, clear the area of debris, spoil piles and containers. Where existing turf areas have been scarred or damaged, restore these damaged areas to their original condition. H. Protection of Seeded and Planted Areas: Immediately after seeding and planting protect the area against traffic or other use by erecting barricades and placing signs at appropriate intervals. Maintain the barricades and signs until provisional acceptance. 3.04 FIELD REVIEWS BY LANDSCAPE ARCHITECT A. Notifications: You are required to give Landscape Architect 48 hours notice when you are fully prepared for the desired review. Reviews are required as follows: 1. Rough Grades: Subgrades require review prior to topsoil placement. 2. Finish Grades: Finish grading requires review prior to planting plant material. 3. At the site, immediately prior to installation: Plant material requires review and approval. Immediately remove unsatisfactory material from site. 4. Plant Locations: Require review adjustment and acceptance prior to installation. B. Preliminary Punchlist Review: Upon completion of all planting and all other work, request a preliminary review. The Landscape Architect shall prepare a punchlist detailing all remaining work to correct/complete. Partial approvals will not be given. C. Final Review: Request a Final Review upon satisfactory completion of all punchlist items and any other work required under this contract. 5/14/03 CITY OF YAKIMA LANDSCAPING /PLANTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 02900 -11 PARKS AND RECREATION DIVISION YAKIMA, WA D. Notice -of- Substantial Completion: The issuanceof the Notice -of- Substantial Completion of the work establishes the beginning of the one (I) year guarantee period for all plant materials and the beginning of the one (I) year extended maintenance period. 3.05 MAINTENANCE PERIOD A. Maintain all planted and seeded areas until acceptance of the entire project. No partial approvals will be permitted. Remove and replace any dead plants as directed. 1. Water all plantings by thorough sprinkling. Provide as needed to keep the ground moist and the plants healthy. Prevent wilting. Prevent soil erosion, particularly on sloped areas. Repair any occurring erosion gullies. 2. Water trees as required for vigorous thriving condition. Prune, cultivate, fertilize, spray and perform other necessary operations. Spray only as required and as acceptable to Landscape Architect. Plantings will not be accepted until active, healthy growth is evident. Maintain tree supports, and the like intact. Adjust as required to maintain firm support throughout the maintenance period. 3. Seeded Lawn Areas: a. Water all seeded areas to maintain an equivalent of one inch of absorbed moisture delivered per week. Rough grass areas shall be watered by Contractor until project is accepted by the City. During dry periods or hot weather water frequently to maintain moisture level. b. Mow seeded areas to a height of I -1/2 inches whenever average grass height reaches 3 inches. c. After first mowing, fertilize all seeded areas with specified post -plant fertilizer. d. Maintain seeded areas until the entire project is accepted. All seeded areas shall maintain vigorous growth and establish an adequate stand of grass. An adequate stand of grass is defined as a uniform grass cover with no bare spots over 3" square. Reseed as originally specified, all bare areas and areas that fail to vigorously establish a uniform stand of grass. e. Perform other work, including but not limited to, eradicating of weeds using approved herbicide or approved mechanical means, erosion repair, and overseeding as necessary to maintain a healthy stand of turf. f. Four (4) weeks after first mowing, again fertilize all seeded areas with specified post -plant fertilizer. 3.06 FINAL REVIEW /ACCEPTANCE At the end of one (1) year guarantee period, request Final Review for acceptance of all landscape planting work. Make all required replacement and repairs prior to review. END OF SECTION 02900 5/14/03 DIVISION 3 - CONCRETE CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of concrete work is shown on Drawings. Partial requirements maybe indicated in General Structural Notes. The Contractor shall not add water to the truck to achieve workability. Water added 12 to the truck may cause the water /cement ratio as designed to be exceeded and therefore causing excessive moisture in the slab. 15 RELATED SECTIONS: The following Sections contain requirements that relate to this Section: 18 Concrete paving and walks are specified in Division 2 with partial requirements specified in this Section. 21 Grading and prepared base for concrete work are specified in Division 2, Earthwork. Below slab mechanical and electrical work are specified in Divisions 15 and 16. Coordinate openings and blockouts in concrete. 24 SUBMITTALS: 27 Product Data: Submit data for proprietary materials and items, including admixtures, patching compounds, joint systems, curing compounds and others as requested by Architect. 30 Shop Drawings: Reinforcement: Submit shop drawings showing wall elevations, bar schedules, stirrup spacing, diagrams of bent bars and arrangement of concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures ". 33 Concrete Mix Design Submittals: Submit written reports to Architect and structural engineer of each proposed mix for each class of concrete at least 21 days prior to start of concrete work. Do not begin 36 concrete production until mixes have been reviewed by Architect. Certificates: Provide batch certificates per ASTM C94, Article 16, for each Toad of concrete delivered 38 to job site. Deliver to testing agency representative at job site. Laboratory test reports for concrete materials and design mix. 42 QUALITY ASSURANCE: 45 Codes and Standards: Comply with provisions of following codes, specifications and standards, except where more stringent requirements are shown or specified: 48 ACI 301 "Specifications for Structural Concrete for Buildings ". ACI 318 "Building Code Requirements for Reinforced Concrete. Concrete Reinforcing Steel Institute, (CRSI) "Manual of Standard Practice ". 51 Uniform Building Code, Latest Edition, and Uniform Building Code Standards referenced therein. 54 Concrete Service: Engage a testing agency acceptable to the Architect and the City of Yakima Code Enforcement Department to perform material evaluation tests and design concrete mixes. 57 #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PROJECT CONDITIONS: 3 Protection of Footings Against Excessive Drying: Cover all completed work with sufficient cover as required to protect all Concrete work and adjacent sub -grade against possibility of excessive drying; maintain cover for time period as necessary, but not less than 72 hours. 6 Protect adjacent finish materials against spatter during concrete placement. Use Visqueen or rosin paper 8' -n° up vertical surface when pouring against new or existing construction to remain exposed. 9 PART2- PRODUCTS 12 FORM MATERIALS: 15 Forms for Exposed Finish Concrete: MDO plywood, metal, metal - framed plywood faced or other acceptable panel -type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. 18 Forms for Unexposed Finish Concrete: Plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. 21 Form Coatings: Provide commercial formulation form - coating compounds that will not bond with, stain nor adversely affect concrete surfaces and will not impair subsequent treatments of concrete 24 surfaces. Forms Ties: Factory- fabricated, adjustable - length, removable or snap -off metal form ties, designed to 27 prevent form deflection and to prevent spalling concrete upon removal. Provide units which will leave no metal closer than 1 -1/2" to surface. 30 Provide ties which, when removed, will leave holes not larger than one inch diameter in concrete surface. 33 Forms for Cylindrical Columns and Supports: Metal, glass fiber - reinforced plastic, or paper or fiber tubes that will produce smooth surfaces without joint indications. Provide units with sufficient wall thickness to resist wet concrete loads without deformation. 36 REINFORCING MATERIALS: 39 Reinforcing Bars: Deformed bars per General Structural Notes Steel Wire: ASTM A 82, plain, cold -drawn steel 42 Welded Wire Fabric: ASTM A 185, welded steel wire fabric 6 x 6 x 2.9 x 2.9 45 Supports for Reinforcement: Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI specifications. 48 For slabs -on- grade, use all metal sand plates (minimum 8" long x 4" wide) with welded chairs or horizontal runners with welded chairs. (No exceptions without approval of the Architect.) 51 For exposed -to -view concrete surfaces, where legs of supports are in contact with forms, p rovide supports with lone which are plastic nrotecteri (CRCI (aace 11 nr ctainlecc eteel r .......� �.. ... ..,.,.,.. �.., r .��..., r ..,.......,.. �.,...,., .,....,� .� .,. �.......,..... .,..,.,. 54 protected (CRSI, Class 2). 57 #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON CONCRETE MATERIALS: 3 Portland Cement: ASTM C 150, Type I, one brand of cement throughout project. Normal Weight Aggregates: ASTM C 33, from a single source for exposed concrete and as herein 6 specified. For exterior exposed surfaces, do not use fine or coarse aggregates containing spalling- 9 causing deleterious substances. Water: Drinkable. 12 Air - Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other admixtures used. Minimum of five to seven percent as required by the Uniform Building Code for all 15 concrete interior as well as exterior. Water Reducing Admixture / Non - Chloride Accelerator Admixture: ASTM C 494, Type A, and 18 containing not more than 0.1 percent chloride ions. High Range Water- Reducing Admixture (Super Plasticizer): ASTM C 494, Type F or Type G and 21 containing not more than 0.1 percent chloride ions. Water- Reducing, Non - Chloride Accelerator Admixture: ASTM C 494, Type E, and containing not 24 more than 0.1 percent chloride ions. Prohibited Admixtures: Calcium chloride thyocyanates or admixtures containing more than 0.1 27 percent chloride ions are not permitted. RELATED MATERIALS: 30 Nonwoven Geotextile Fabric; ASTM D4632, D3786, D4833, DD4533, D4751, D4491 and D4355 as manufactured by MIRAFI or LINO Industrial Fabrics. 33 Control Joints: 1'/" plastic "zip strip" for weakened plane joints. 36 Construction Joints: Metal keyed profile. Expansion Joint Filler Material: Preformed strips of asphalt saturated fiberboard with plastic caps, 39 complying with ASTM D 1751, 1/2" thickness unless indicated otherwise. Non - Shrink Grout: CRD -C 621, factory pre- mixed, non - metallic grout 42 Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately nine ounces per square yard., complying with AASHTO M 182, Class 2. 45 Moisture - Retaining Cover: One of the following, complying with ASTM C 171. 48 Polyethylene- coated burlap Equal, with prior approval 51 Liquid Membrane - Forming Curing Compound (Curing and Sealing Compound): Liquid type membrane - forming curing compound complying with ASTM C 309, Type I, Class A. Moisture loss not more than 0.055 gr. /sq. cm. when applied at 200 square feet. /gallon. 54 Products: Subject to compliance with requirements, provide one of the following, or approved: 57 "Masterseal "; Master Builders #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON "Clear Seal "; A.C. Horn, Inc. "Spartan- Cote "; The Burke Co. 3 "Kure -N- Seal "; Sonneborn - Rexnord Bonding Compound: Acrylic or styrene butadiene based product by A.C. Horn, Sonneborn - Rexnord, 6 The Burke Co., W.R. Grace, or approved. 9 PROPORTIONING AND DESIGN OF MIXES: Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field 12 experience methods as specified in ACI 301. If trial batch method used, use an independent testing facility acceptable to Architect for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing. 15 Design mixes to provide normal weight concrete with the following properties, for locations as scheduled in the General Structural Notes and as indicated herein: 18 Interior slabs, foundations and footings: 3000 psi 28 -day compressive strength; W/C ratio, 0.45 maximum (air- entrained). 21 Exterior walks: 4,500 psi 28 -day compressive strength: W/C ratio, 0.45 maximum (air entrainer). 24 Water - Cement Ratio: Provide concrete for the following condition: All concrete to have a W/C ratio, 0.45 maximum. (No exception) 27 Admixtures: 30 Use water - reducing admixture or high- range, water - reducing admixture (super plasticizer) in concrete as required for placement and workability. (Not permitted unless approved by the Architect) 33 Use non - chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50 degrees F. 36 Use air - entraining admixture in all concrete per Chapter 19 UBC unless otherwise indicated. Add air - entraining admixture at manufacturer's prescribed rate to result in concrete at point of 39 placement having total air content of five percent to seven percent (5 % -7 %). Air entrainment not required when weather conditions are not below freezing. 42 Use admixtures for water - reducing and set - control in strict compliance with manufacturer's directions. 45 Slump Limits: As scheduled in General Structural Notes or specified as follows for each location: (Architectural specifications take precedence over general structural notes.) 48 Ramps, slabs, and sloping surfaces: Not more than 4 inches. Reinforced foundation system: Not less than 1 inch and not more than 3 inches. 51 Concrete containing high -range water - reducing admixture (super plasticizer): Not more than six (6) inches after adding admixture to site - verified two to three (2 - 3) inches slump concrete. These admixtures may only be used with approval of the Architect. 54 Other concrete,: Not more than 4 inches. 57 #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON CONCRETE MIXING: 3 Ready -Mix Concrete: Comply with requirements of ASTM C 94 and as herein specified. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time 6 than specified in ASTM C 94 may be required. 9 PART 3 - EXECUTION GENERAL: 12 Coordinate the installation of joint materials and vapor retarders with placement of forms and reinforcing steel. 15 FORMS: 18 Design, erect, support, brace and maintain formwork to support vertical and lateral, static and dynamic loads that might be applied until such Toads can be supported by concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and 21 position. Maintain formwork construction tolerances complying with ACI 347. Construct forms to sizes, shapes, lines and dimensions shown, and to obtain accurate alignment, 24 location, grades, level and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in work. Use selected materials to obtain 27 required finishes. Solidly butt joints and provide back -up at joints to prevent leakage of cement paste. Design and fabricate forms for easy removal without hammering or prying against concrete surfaces. 30 Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for 33 easy removal. Provide temporary openings where interior area of formwork is inaccessible for cieanout, for 36 inspection before concrete placement and for placement of concrete. Securely brace temporary openings and set tightly to forms to prevent loss of concrete mortar. Locate temporary openings on forms at inconspicuous locations. 39 Chamfer exposed corners and edges 3/4" or as otherwise indicated, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. 42 Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such 45 items. Accurately place and securely support items built into forms. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. 48 Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Re- tightening forms and bracing after concrete placement is required to eliminate mortar leaks and maintain proper alignment. 51 GEOTEXTILE FABRIC AND CAPILLARY BARRIER INSTALLATION: 54 General: Capillary barrier consists of compacting six (6) inches of imported granular base materials over geotextile fabric at footing/foundation excavation to desired footing grade. PLACING REINFORCEMENT: 57 Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Bars", for details and methods of reinforcement placement and supports, and as herein specified. 3 Avoid cutting or puncturing geotextile fabric during reinforcement placement and concreting operations. 6 Clean reinforcement of loose rust and mill scale, earth, ice and other materials which reduce or destroy bond with concrete. s Accurately position, support and secure reinforcement against displacement by formwork, construction or concrete placement operations. Locate and support reinforcing on metal chairs, runners, bolsters, spacers and hangers, by tying reinforcing to chairs. 12 Place reinforcement, as detailed, to obtain at least minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during 15 concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 18 install welded wire fabric as indicated on the drawings in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. Set wire fabric on concrete dobbies to prevent fabric from 21 deflecting to bottom of slab. Concrete slabs poured without proper support will be rejected, removed and repoured. 24 JOINTS: Construction Joints: Locate and install construction joints as indicated on drawings, or if not indicated, 27 locate so as not to impair strength and appearance of the structure, as acceptable to Architect. The maximum distance of expansion joints in any direction shall not exceed 15 -0 ". 30 Provide keyways at least 1 deep in construction joints in walls and slabs unless detailed otherwise; accepted bulkheads designed for this purpose may be used for slabs. 33 Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints, except as otherwise indicated. 36 Contraction (Control) Joints in Slabs -on- Ground: Construct contraction joints in slabs -on- ground to form panels of patterns not more than 10' -0" on center each way. 39 Form Expansion contraction joints by inserting pre - molded plastic, hardboard or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured, remove inserts and clean groove of loose debris. 42 Saw cutting of contraction joints is allowed as long as it is completed as soon as the concrete will support the saw cutting machine. 45 INSTALLATION OF EMBEDDED ITEMS: 48 General: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached thereto. 51 Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed L.. I.L. elevations 1.L surface. J strips for slabs to obtain required elevations and contours in finished slab surface. Provide and 54 secure units sufficiently strong to support types of screed strips by use of strike -off templates or accepted compacting type screeds. 57 #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PREPARATION OF FORM SURFACES: 3 Clean re -used forms of concrete matrix residue, repair and patch as required to return forms to acceptable surface condition. 6 Coat contact surfaces of forms with a form - coating compound before reinforcement is placed. Thin form - coating compounds only with thinning agent of type, and amount, and under conditions of 9 form - coating compound manufacturer's directions. Do not allow excess form - coating material to accumulate in forms or to come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. 12 Coat steel forms with a non - staining, rust - preventative form oil or otherwise protect against rusting. Rust - stained steel formwork is not acceptable. 15 CONCRETE PLACEMENT: 18 Pre- placement Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel and items to be embedded or cast -in. Notify other crafts to permit installation of their work; cooperate with other trades in setting such work. Moisten wood forms immediately before 21 placing concrete where form coatings are not used. General: Comply with ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and 24 Placing Concrete ", and as herein specified. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on 27 concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. 30 Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, 33 place each layer while preceding layer is still plastic to avoid cold joints. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, 36 rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices. 39 Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower 42 layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. 45 Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 48 Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 51 Bring slab surfaces to correct level with straightedge and strike off. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing 54 operations. Maintain reinforcing in proper position during concrete placement operations. 57 Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 3 degrees F. Mixing water may be chilled or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water. Use of liquid nitrogen to cool concrete is Contractor's option. 6 Cover reinforcing steel with water - soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 9 Fog spray forms, reinforcing steel and sub -grade just before concrete is placed. 12 Use water - reducing retarding admixture (Type D) when required by high temperatures, low humidity or other adverse placing conditions. 15 FINISH OF FORMED SURFACES: Rough Form Finish: For formed concrete surfaces not exposed -to -view in the finish work unless 18 otherwise indicated. This is the concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1 /4 -inch in height rubbed down or chipped off. 21 Smooth Form Finish: For formed concrete surfaces exposed -to -view, or that are to be grout cleaned, covered with a coating material applied directly to concrete or a covering material applied directly to 24 concrete. This is as -cast concrete surface obtained with selected form facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with fins or other projections completely removed and smoothed. 27 Grout Cleaned Finish: Provide grout cleaned finish to exposed portions of foundation walls, columns and other concrete surfaces exposed -to -view in the finished work which have received smooth form 30 finish treatment. Combine one part portland cement to 1 parts fine sand by volume, and mix with water to 33 consistency of thick paint. Proprietary additives may be used at Contractor's option. Blend standard portland cement and white portland cement, amounts determined by trial patches, so that final color of dry grout will match adjacent surfaces. 36 Thoroughly wet concrete surfaces and apply grout to coat surfaces and fill small holes. Remove excess grout by scraping and rubbing with clean burlap. Keep damp by fog spray for at least 36 hours 39 after rubbing. Related Unformed Surfaces: At tops of walls, horizontal offsets and similar unformed surfaces 42 occurring adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 45 MONOLITHIC SLAB FINISHES: 48 Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as hereinafter specified, and slab surfaces which are to be covered with membrane or elastic waterproofing and as otherwise indicated. 51 After screeding, consolidating and leveling concrete slabs, do not work surface until ready for floating. Begin floati h e.- _ __ h_ d• whet has stiffened #' t c l �CL�j.11l IIUcLL1111J, w11C11 stJflcll:C VI/"cLler Ilas U15dFJflCdleU VI YVIICII liVntiieLC IIC1A SLinallcu sufficiently w 54 permit operation of power- driven floats, or both. Consolidate surface with power- driven floats, or by hand - floating if area is small or inaccessible to power units. Check and level surface plane so that depressions between high spots do not exceed 3/16" under a 10 -foot straight edge. Cut down high 57 spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Fine Broom Finish: Apply scratch finish to monolithic slab surfaces that are to receive thin set mortar 3 setting beds for tile and other bonded applied cementitious finish flooring material. After leveling, roughen surface before final set, with fine broom. Slope surfaces uniformly to drains where required. 6 Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed -to -view, if any, and slab surfaces to be covered with resilient flooring, carpet or other thin film finish coating system unless otherwise indicated. 9 After floating, begin first trowel finish operation using a power- driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete 12 surface by final hand - troweling operation, free of trowel marks, uniform in texture and appearance, and with surface leveled to tolerances so that mounds or depressions do not exceed 1/8 -inch under a level 10 -foot straightedge. 15 • A wash board surface is not an acceptable surface. 18 CONCRETE CURING AND PROTECTION: General: Protect freshly placed concrete from premature drying and excessive cold or hot 21 temperatures. In hot, dry and windy weather, protect concrete from rapid moisture loss before and during finishing operation with an evaporation - control material. Apply according to manufacturer's instruction after screeding and bull floating, but before power floating and troweling. 24 Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than seven days. 27 Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least seven days in accordance with ACI 301 procedures. Avoid rapid 30 drying at end of final curing period. Curing Methods: Perform curing of concrete by curing and sealing compound by moisture - retaining 33 cover curing and by combinations thereof, as herein specified. Provide moisture -cover curing as follows: 36 Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least three inches and sealed by waterproof 39 tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 42 Provide curing and sealing compound to exposed exterior slabs, walks, curbs and to interior floor slabs not to be covered by finish flooring materials and as follows: 45 Apply specified curing and sealing compound to concrete slabs as soon as final finishing operations are complete (within two hours). Apply uniformly in continuous operation by power -spray or roller in accordance with manufacturer's directions. Re -coat areas subjected 48 to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 51 Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete, liquid floor hardener, waterproofing, dampproofing, membrane roofing, flooring such as ceramic or quarry tile, painting and other coatings and finish materials, unless 54 otherwise acceptable to Architect. Curing Formed Surfaces: Cure formed concrete surfaces by moist curing with forms in place for full 57 curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 10 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping and other flat 3 surfaces by application of appropriate curing method. Final cure concrete surfaces to receive finish flooring by use of moisture - retaining cover, unless 6 otherwise directed. Sealer and Dust ^roofer; Apply a cernnd coat of speclfieri miring and sealing compound only to r� Apply � - - - .. -- �- 9 surfaces given a first coat except as indicated in Section 02520. REMOVAL OF FORMS: 12 Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 degrees F. for 24 15 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. 18 Formwork supporting weight of concrete, such as beam soffits, joints, slabs and other structural elements, may not be removed in less than 14 days and until concrete has attained design minimum compressive strength at 28 -days. Determine potential compressive strength of in -place concrete by 21 testing field -cured specimens representative of concrete location or members. RE -USE OF FORMS: 24 Clean and repair surfaces of forms to be re -used in work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable for exposed surfaces. Apply new form coating 27 compound as specified for new formwork. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins 30 and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, except as acceptable to Architect. 33 MISCELLANEOUS CONCRETE ITEMS: Filling -In: Fill in holes and openings left in concrete structures for passage of work by other trades, 36 unless otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete work. 39 Equipment Bases and Foundations: Provide machine and equipment bases and foundations, as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, 42 complying with certified diagrams or templates of manufacturer furnishing machines and equipment. Grout base plates and foundations as indicated, using specified non - shrink grout. Use non - metallic 45 grout for exposed conditions, unless otherwise indicated. CONCRETE SURFACE REPAIRS: 48 Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, when acceptable to Architect. 51 Cut out honeycomb, rock pockets, voids over 1 /4 -inch in any dimension, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of less than one inch. Make edges of cuts 54 perpendicular to the concrete surface. Thoroughly clean, dampen with water and brush -coat the area to be patched with specified bonding agent or type recommended by manufacturers of proprietary, fillers. Place patching mortar after bonding compound has dried. 57 For exposed -to -view surfaces, blend white portland cement and standard portland cement so that, #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 11 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and 3 strike -off slightly higher than surrounding surface. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects 6 cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on surface, and stains and other discolorations that cannot be removed by cleaning. Flush out form tie s holes, fill with dry pack mortar or precast cement cone plugs secured in place with bonding agent. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of 12 concrete. If defects cannot be repaired, remove and replace concrete. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness 15 and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. 18 Repair finished unformed surfaces that contain defects which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to reinforcement 21 or completely through non - reinforced sections regardless of width, spalling, pop -outs, honeycomb, rock pockets and other objectionable conditions. 24 Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during or immediately after completion of surface finishing 27 operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. 30 Repair defective areas, except random cracks and single holes not exceeding one inch diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3 /4 -inch clearance all around. Dampen concrete 33 surfaces in contact with patching concrete and apply bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. 36 Repair isolated random cracks and single holes not over one inch in diameter by dry-pack method. Groove top of cracks and cut -out holes to sound concrete and clean of dust, dirt and loose particles. 39 Dampen cleaned concrete surfaces and apply bonding compound. Mix dry-pack, consisting of one part portland cement to 2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Place dry-pack after bonding compound has dried. 42 Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. 45 Perform structural repairs with prior approval of Architect or Structural Engineer for method and procedure, using approved epoxy adhesive and mortar. 48 Repair methods not specified above may be used, subject to acceptance of Architect. QUALITY CONTROL TESTING DURING CONSTRUCTION: 51 The Contractor will employ a testing laboratory to perform tests and to submit test reports. 54 Sampling and testing for quality control during placement of concrete may include, but is not necessarily limited to the following: 57 Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. Slump: ASTM C 143 #0217 CITY OF YAKIMA CONCRETE WORK KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 03300 - 12 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Air Content: ASTM C 173/C 231 Compression Test Specimen: ASTM C 31 3 Compressive Strength Tests: ASTM C 39 Frequency of Testing: The minimum frequency of testing shall be as follows. Additional testing may 6 be requested by the Owner or the Architect. 9 Samples for strength tests of each class of concrete placed each day shall be taken not Tess than once a day, nor less than once for each concrete pour of concrete, nor less than once for each 20 cubic yards of concrete for slabs or walls. 12 If the total volume of concrete is such that frequency of testing required by the above paragraph would provide Tess than five strength tests for a given class of concrete, tests shall 16 be made from at least five randomly selected batches or from each batch if fewer than five batches are used. 18 When total quantity of a given class of concrete is less than 20 cubic yards, strength tests may be waived by the building official if, in his judgment, evidence of satisfactory strength is provided. 21 A strength test shall be the average of the strengths of two cylinders made from the same sample of concrete and tested at 28 days or at test age designated for determination of 28 24 day concrete compressive strength (f' Test results will be reported in writing to City of Yakima Code Enforcement, Architect, Civil Engineer, 27 Structural Engineer and Contractor within 24 hours after tests. Reports of compressive strength tests will contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive 30 strength at 28 days, compressive breaking strength and type of break for both 7 -day tests and 28 -day tests. 33 Additional Tests: The testing service will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect. Testing service may conduct tests to determine adequacy of concrete by 36 cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when unacceptable concrete is verified. 39 42 END OF SECTION 03300 #0217 DIVISION 4 - MASONRY CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes the following: 12 Smooth and split face exterior facing concrete masonry units' special colors Smooth interior concrete masonry partitions and below grade stem walls of natural gray. Interior room partitions in Rooms 105, 105A, 106, 106A, 107 and 107A. 15 Insulated foam filled masonry units Non - insulated Special shapes 18 Expansion joints Units' field cut to special shapes 21 Accessories Related Sections: The following Sections contain requirements that relate to this Section: 24 Division 5 Section, Metal Fabrications Division 7 Section, Water Repellents 27 Division 7 Section, Flashing and Sheet Metal Division 7 Section, Joint Sealers Division 8 Section, Steel Doors and Frames 30 Division 8 Section, Overhead Coiling Doors General Structural Notes located on Drawing Sheet S1.1. 33 SYSTEM PERFORMANCE REQUIREMENTS: 36 Provide unit masonry that develops the following installed compressive strengths (F.'m): For concrete unit masonry: As follows: 39 F.'m = 1500 psi at 28 days. 42 SUBMITTALS: General: Submit the following in accordance with Conditions of Contract and Division 1 Specification 45 Sections. Product data for each different masonry unit, accessory, and other manufactured product indicated. 48 Shop drawings for fabrication, bending, and placement of unit masonry reinforcing bars. Comply with ACI 315 "Details and Detailing of Concrete Reinforcing" showing bar schedules, stirrup spacing, 51 diagrams of bent bars, and arrangement of masonry reinforcement. Samples for verification purposes of the following: 54 Full-size units for each different exposed masonry unit required showing full range of exposed color, texture, shapes and dimensions to be expected in completed construction. 57 Accessories embedded in the masonry. #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE i SECTION 04200 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Field- Constructed Mock -Up, refer to requirements in Quality Assurance paragraph. 3 Cold- weather construction procedures evidencing compliance with requirements specified in referenced unit masonry standard. 6 Hot- weather construction procedures evidencing compliance with requirements specified in referenced unit masonry standard. 9 Qualification data for firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, 12 telephone numbers, names of Architects and owners, and other information specified. Results from tests and inspections performed by Testing Agency will be reported promptly and in 15 writing to Architect and Contractor per the requirements of Section 01400 Quality Control Services. QUALITY ASSURANCE: 18 Unit Masonry Standard: Comply with ACI 530.1 /ASCE 6 "Specifications for Masonry Structures," except as otherwise indicated. 21 Inspecting Laboratory Qualifications: Contractor to employ an independent testing laboratory to perform tests and inspection specified in this Section. Per the requirements of Section 01400 Quality 24 Control Services. Concrete Masonry Unit Tests: For each different concrete masonry unit indicated, units shall 27 be tested for strength, absorption, and moisture content per ASTM C 140. Prism Tests: For each type of wall construction indicated, masonry prisms will be tested per 30 ASTM E 447, Method B. Mortar composition and properties will be evaluated per ASTM C 780. 33 Grout compressive strength will be tested per ASTM C 1019. 36 Single- Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one Manufacturer for each different product required for each continuous surface or visually related surfaces. 39 Single- Source Responsibility for Mortar Materials: Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one Manufacturer for each cementitious component and 42 from one source and producer for each aggregate. Field- Constructed Mock -Ups: Prior to installation of unit masonry, erect sample wall panels to further 45 verify selections made under sample submittals and to demonstrate aesthetic effects as well as qualities of materials and execution. Build mock -ups to comply with the following requirements, using materials indicated for final unit of Work: 48 Locate mock -ups on site in locations indicated or, if not indicated, as directed by Architect. 51 Build mock -ups for the following types of masonry in sizes of approximately 4- feet -long by 4- feet -high by full thickness, including special shapes, sills, face and backup wythes as well as accessories. 54 a + al i Tvnc exterior nt i t r i interior face concrete masonry unit, miters, iintc nal . _ v�w...y. u .... n .ay..v. face vv. w.vw n.u.yv. u 7 un.y i i i + u .v.uv u ..� n v, n a �...av ..v patterns. 57 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Notify Architect one week in advance of the dates and times when mock -ups will be erected. Protect mock -ups from the elements with weather - resistant membrane. 3 Retain and maintain mock -ups during construction in undisturbed condition as standard for judging completed unit masonry construction. 6 • When directed, demolish and remove mock -ups from project site. 9 Preinstallation Conference: Conduct conference at project site to comply with requirements of Division 1 Section, Project Meetings. 12 DELIVERY, STORAGE, AND HANDLING: Deliver masonry materials to project in undamaged condition. 15 Store and handle masonry units off the ground, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other 18 causes. If units become wet, do not place until units are in an air -dried condition. Store cementitious materials off the ground, under cover, and in dry location. 21 Store aggregates where grading and other required characteristics can be maintained and contamination avoided. 24 Store masonry accessories including metal items to prevent corrosion and accumulation of dirt and oil. 27 PROJECT CONDITIONS: 30 Protection of Masonry: During erection, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 33 Extend cover a minimum of 24 inches down both sides and hold cover securely in place. 36 Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Remove immediately any grout, mortar, and soil that comes in contact with such masonry. 39 Protect base of walls from rain - splashed mud and mortar splatter by means of coverings spread on ground and over wall surface. 42 Protect sills, ledges, and projections from mortar droppings. Protect surfaces of window and door frames, as well as similar products with painted and 45 integral finishes from mortar droppings. Cold- Weather Requirements: The Contractor is responsible to research and have knowledge of how 48 to protect masonry at temperatures to below 0- degrees F. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Remove and replace unit masonry damaged by frost or freezing conditions. Comply with the following 51 requirements: Cold- Weather Construction: When the ambient temperature is within the limits indicated, use 54 the following procedures: 40 to 32 degrees F. (4 to 0 degrees C.): Heat mixing water or sand to produce mortar 57 temperatures between 40 and 120 degrees F. (4 and 49 degrees C.). #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 32 to 25 degrees F. (0 to -4 degrees C.): Heat mixing water and sand to produce mortar temperatures between 40 and 120 degrees F. (4 and 40 degrees C.). Heat 3 grout materials to produce grout temperatures between 40 and 120 degrees F. (4 and 49 degrees C.). Maintain mortar and grout above freezing until used in masonry. 6 Below 25 F. ( -4 degrees C.): Provide enclosed tenting and heat as well as procedures listed above. No additional money will be provided to control freezing at these temperatures. 9 Cold- Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 degrees F. (4 degrees C.) and above and will remain so until masonry has dried out, but not Tess than 12 seven days after completion of cleaning. Hot - Weather Requirements: Protect unit masonry work when temperature and humidity conditions 15 produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. Do not apply mortar to substrates with temperatures of 100 degrees F. (38 degrees C.) and above. 18 PART 2 - PRODUCTS 21 MATERIALS, GENERAL: 24 Comply with referenced unit masonry standard and other requirements specified in this Section applicable to each material indicated. 27 CONCRETE MASONRY UNITS: General: Comply with requirements indicated below applicable to each form of concrete masonry unit 30 required. Provide special shapes where indicated and as follows: 33 Corner return units for wrapping corners. (Split on two faces.) Square -edged units for corners. 36 Size: Provide concrete masonry units complying with requirements indicated below for size that are manufactured to specified face dimensions within tolerances specified in the 39 applicable referenced ASTM Specification for concrete masonry units. Concrete Masonry Units: Manufactured to specified dimensions of 3/8 -inch less than 42 nominal widths by nominal heights by nominal lengths indicated on drawings. Nominal 8x8x16 split -face units 45 Nominal 8x8x16" smooth units Nominal 8x6x16" split -face units Nominal 8x6x16" smooth units 48 Provide Type II, non - moisture - controlled units. 51 Exposed Faces: Manufacturer's standard color, smooth and split -face texture, unless otherwise indicated. 54 Special Shapes and Sill Units: As detailed on Architectural Drawings. 57 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Hollow Load - Bearing Concrete Masonry Units: ASTM C 90, Grade N and as follows: 3 Unit Compressive Strength: Provide units with minimum average net area compressive strength indicated below: 6 1900 psi Not Tess than the unit compressive strengths required to producing concrete unit 9 masonry construction of compressive strength indicated. Weight Classification: Normal weight. 12 Color: 15 Exposed color units: Smooth concrete masonry units are to receive special color additive as manufactured by Frank Davis Co.: Use Lakeside Brown as a basis for bid cost. Submit standard colors to the Architect during the submittal process for final color selection. Refer to 18 the drawings for the location of the accent color bands. INTREGAL MASONRY INSULATION UNITS: (CONTRACTOR'S OPTION TO USE IN LIEU OF FOAM -IN- 21 PLACE UNITS) Special Concrete Masonry Units with Integral Insulation: For use at exterior walls and as indicated by 24 wall types for interior walls. (The Contractor, at his option, may use foam -in -place insulation as specified in this Section. 27 Manufacturer /Product: "Hi -R Masonry Wall System" with thermal insulation manufactured by Korth, Inc., P. O. box 123, Chicopee, Massachusetts 01014. Concrete masonry units shall be manufactured by the same Manufacturer as standard concrete masonry units provided for 30 the project. Masonry Units: 16" long x (6, 8 ") thick x 8" wide (nominal sizes). Units shall conform to 33 referenced standard with the exception of ASTM C90 Table 3 covering minimum thickness of webs. Corner, exposed sash and jamb units shall be conventional two -core units. 36 Insulation: Molded polystyrene board insulation conforming to applicable physical property requirements of ASTM 236 with a density range of 1.0 —1.3 Ib. /bu. ft. and "Y" value of 0.24. 39 FOAM -IN -PLACE MASONRY INSULATION: 42 General: Comply with the requirements listed below for installation of foam -in -place insulation to be installed in the cores of the exterior walls. References: 45 ASTM C -177 Test method of Steady -State Heat Flux Measurements and Thermal Transmissions Properties by means of the Guarded Hot Plate Apparatus. ASTM C -335 Test method of compressive properties of rigid cellular plastic. 48 ASTM E -84 Test method of surface burning characteristics of burning materials. ASTM E -119 Method for fire tests of building construction and materials. ASTM E -413 Classification for determination of sound transmission class. 51 Foam Insulation 54 A two component system of an aqueous plastic three - polymer resin combined with a catalyst, and compressed air. Insulation shall not contain formaldehyde, urethane and be non - toxic, inert and odor -free when cured. 57 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE i SECTION 04200 - PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Thermal resistance, when tested in accordance with ASTM C -177 for one -inch thickness: 3 TEST TEMPERATURE VALUE R -value 25 degrees F. 5.0 6 R -value 75 degrees F. 4.6 K -value 25 degrees F. .200 K -value 75 degrees F. .218 9 Water vapor transmission, when tested in accordance with ASTM C -355 shall be 25- 28 perm per inch maximum. 12 Installed shrinkage tolerance - 2% maximum. Sound Transmission. When tested in accordance with ASTM E -413 shall be STC $4 15 minimum. 18 Acceptable Products Subject to compliance with specified requirements the following products are acceptable for 21 use on this project: !� }a �/ �e Knoxville, A "POL 1 yYIAS I ER R-501" b Po yMaster, Inc., Knoille, TN 24 Equal, with prior approval. 27 MORTAR AND GROUT MATERIALS: Portland Cement: ASTM C 150, Type I. 30 Masonry Cement: ASTM C 91. 33 Mortar Color: Standard Gray (see drawings for locations). For colored pigmented mortars use premixed colored masonry cements of formulation 36 required to produce color indicated, or if not indicated, as selected from Manufacturer's standard formulations. (see drawings for locations) 39 Ready -Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements specified in this article, combined with set - controlling admixtures to produce a ready -mixed mortar complying with ASTM C 1142. 42 Hydrated Lime: ASTM C 207, Type S. 45 Aggregate for Mortar: ASTM C 144, except for joints less than '/a -inch use aggregate graded with 100 percent passing the No. 16 sieve. 48 Aggregate for Grout: ASTM C 404. Water: Clean and potable. 51 Products: Subject to compliance with requirements, provide one of the following: 54 Colored Masonry Cement: Gray to match existing. "Mutual Materials" 57 "Colorbond Custom Color Masonry Cement," Centurion. "Atlas Custom Color Masonry Cement," Lehigh Portland Cement Co. #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON "Flamingo Color Masonry Cement," The Riverton Corporation. "Frank Davis Company" 3 Colored Mortar Pigments: Gray to match existing. 6 "Centurion Pigments," Centurion. "True Tone Mortar Colors," Davis Colors, A Subsidiary of Rockwood Industries, Inc. 9 "SGS Mortar Colors," Solomon Grind -Chem Services, Inc. REINFORCING STEEL: 12 General: Provide reinforcing steel complying with requirements of referenced unit masonry standards and this article. 15 Steel Reinforcing Bars: Material and grade as follows: 18 Per General Structural Notes. Shop fabricates all bars shown to be bent or hooked. TIES AND ANCHORS, GENERAL: 21 General: Provide ties and anchors specified in subsequent articles that comply with requirements for metal and size of referenced unit masonry standard and of this article. 24 Refer to Architectural Structural Drawings for type size and location of anchors, ties, and attachments. 27 MISCELLANEOUS ANCHORS: 30 Unit Type Masonry Inserts in Concrete: Cast iron or malleable iron inserts of type and size indicated. Refer to Structural Drawings. 33 Anchor Bolts: Steel bolts complying with A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot -dip galvanized to comply with ASTM A 153, Class C; of diameter and length indicated and in the following configurations: 36 Headed bolts. Non - headed bolts, straight. 39 Non - headed bolts bent in manner indicated. 42 POST INSTALLED ANCHORS: Anchors as described below, with capability to sustain, without failure, Toad imposed within factors of 45 safety indicated, as determined by testing per ASTM E 488, conducted by a qualified independent testing laboratory. 48 Type: Epoxy anchors. MISCELLANEOUS MASONRY ACCESSORIES: 51 Nonmetallic Expansion Joint Strips: Pre - molded filler strips complying with ASTM D 1056, Type 2 (closed cell), Class A (cellular rubber and rubber -like materials with specific resistance to petroleum - 54 base oils), Grade 1 (compression - deflection range of 2 -5 psi), compressible up to 35 percent, of width and thickness indicated, formulated from the following material: 57 Neoprene #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Preformed Control Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall, size and configuration as indicated. 3 Styrene- Butadiene Rubber Compound: ASTM D 2000, Designation 2AA -805. 6 MASONRY CLEANERS: s Job -Mixed Detergent Solution: Solution of trisodium phosphate (1/2 -cup dry measure) and laundry detergent (1/2 -cup dry measure) dissolved in one gallon of water. 12 Products: Subject to compliance with requirements, provide the following: "Sure Klean Restoration Cleaner", ProSoCo, Inc. 15 "Sure Klean No. 600 Detergent ", ProSoCo, Inc. "Sure Klean Restoration Cleaner No. 1028 ", ProSoCo, Inc. 18 MORTAR AND GROUT MIXES: General: Do not add admixtures including coloring pigments, air - entraining agents, accelerators, 21 retarders, water repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 24 Do not use calcium chloride in mortar or grout. Strength: Per Structural notes, but not less than 1,800 psi. 27 Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification, for types of mortar indicated below: 30 For reinforced masonry: 33 Type S Grout for Unit Masonry: Comply with ASTM C 476 and referenced unit masonry standard. 36 SOURCE QUALITY CONTROL: 39 Concrete Masonry Unit Tests: For each type, class, and grade of concrete masonry unit indicated, units will be tested by qualified independent testing laboratory for strength, absorption, and moisture content per ASTM C 140. 42 PART 3 - EXECUTION 45 EXAMINATION: 48 Examine conditions, with installer present, for compliance with requirements for installation tolerances and other specific conditions, and other conditions affecting performance of unit masonry. 51 Examine rough -in and built -in construction to verify actual locations of piping connections prior to installation. 54 Do not proceed until unsatisfactory conditions have been corrected. 57 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON NSTALLATION, GENERAL: 3 Comply with referenced unit masonry standard and other requirements indicated applicable to each type of installation included in project. 6 Thickness: Build cavity and composite walls and other masonry construction to the full thickness shown. Build single -wythe walls to the actual thickness of the masonry units, using units of nominal thickness indicated. 9 Leave openings for equipment to be installed before completion of masonry. After installation of equipment, complete masonry to match construction immediately adjacent to the opening. 12 Cut masonry units with motor - driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full -size units without 15 cutting where possible. CONSTRUCTION TOLERANCES: 18 Comply with construction tolerances of referenced unit masonry standard. 21 LAYING MASONRY WALLS: Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and 24 for accurate locating of openings, movement -type joints, returns, and offsets. Avoid the use of less- than-half-size units at corners, jambs, and where possible at other locations. 27 Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction. 30 Bond Pattern for Exposed Masonry: Lay exposed masonry in the following bond pattern; do not use units with less that nominal 4 -inch horizontal face dimensions at corners or jambs. 33 Running bond for concrete unit masonry Stopping and Resuming Work: In each course, rack back 1/2 -unit length for one -half running bond; 36 do not tooth. Clean exposed surfaces of set masonry. Remove loose masonry units and mortar prior to laying fresh masonry. 39 Built -In Work: As construction progresses, build -in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built -in items. Allow space for installation of sealant at all framed openings. 42 Fill cores in hollow concrete masonry units with grout three courses (24 inches) under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated. 45 MORTAR BEDDING AND JOINTING: 48 Lay hollow concrete masonry units as follows: With full mortar coverage on horizontal and vertical face shells. 51 Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 54 Cut joints flush for masonry walls to be concealed or to be covered by other materials, unless otherwise indicated. 57 Tool all concrete masonry unit joints flush and racked at exterior walls and concave at interior walls. #0217 CITY OF YAKIMA UNIT MASONRY IVirif•ANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 _ 10 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON MOVEMENT (CONTROL AND EXPANSION) JOINTS: 3 General: Install control and expansion joints in unit masonry where indicated. Build in related items as the masonry progresses. Do not form a continuous span through movement joints unless 6 provisions are made to prevent in -plane restraint of wall or partition movement. Form expansion joints in unit masonry as follows: 9 Build in joint fillers where indicated, horizontal distance between joints not to exceed 20' -0" or as indicated on drawing. Verify with Architect prior to installation. 12 Form open joint of width indicated but not less than 3/8 -inch for installation of sealant and backer rod specified in Division 7 Section, Joint Sealers. Maintain joint free and clear of 15 mortar. INSTALLATION OF REINFORCED UNIT MASONRY: 18 General: Install reinforced unit masonry to comply with requirements of referenced unit masonry standard. 21 Temporary Formwork: Construct formwork and shores to support reinforced masonry elements during construction. 24 Construct formwork to conform to shape, line, and dimensions shown. Make sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and 27 shape during construction and curing of reinforced masonry. Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist 30 grout pressure. Discard chipped, cracked, or broken units. 33 Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. 36 INSTALLATION OF FOAM -IN -PLACE INSULATION: 39 EXAMINATION: Verify that work within construction spaces or crevices is complete prior to insulation application. 42 Verify that surfaces are clean, dry, and free of matter that may inhibit insulation curing. Verify that a vapor barrier has been installed on the warm (in winter) side of studded framed walls to 45 be insulated adjacent to non - heated areas. Prior to application, verify that insulation resin mix delivered to job site has not bee mixed at the 48 manufacturer's plant. Materials to be mixed at least 1 day and not more than 3 days before application. 51 PREPARATION: Holes shall be drilled in concrete masonry units at approximately 4 feet above floor line for the entire 54 length of walls to be insulated. One hole shall be drilled per each block (two holes for 12 inch CMU's). 57 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 11 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON APPLICATION: 3 Apply foamed -in -place insulation in accordance with manufacturer's written instructions. Installation equipment shall be as recommended by insulation manufacturer. Maintain application gun pressure of adequate force to fill all voids. 6 DELIVERY AND STORAGE: 9 Deliver materials to project site in manufacturer's original unopened packaging. Clearly identify manufacturer, contents, brand name, applicable standards, and thermal values. Store and protect materials from weather, moisture, and damage. 12 ENVIRONMENTAL REQUIREMENTS: 15 Do not install insulation when ambient temperature is lower that 35 degrees F. nor exceeding 105 degrees F. unless heating and cooling equipment are in used. 18 FIELD QUALITY CONTROL: Testing Frequency: Tests and evaluations listed in this article will be performed during construction for 21 each 300 square feet of wall area or portion thereof. Mortar properties will be tested per property specification of ASTM C 270. 24 Prism Test Method: For each type of wall construction indicated, masonry prisms will be tested per ASTM E 447, Method B, and as follows: 27 Prepare one set of prisms for testing at seven days and one set for testing at 28 days. 30 Evaluation of Quality Control Tests: In absence of other indications of noncompliance with requirements, masonry will be considered satisfactory if results from construction quality control tests comply with minimum requirements indicated. 33 REPAIRING, POINTING, AND CLEANING: 36 Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units and in fresh mortar or 39 grout, pointed to eliminate evidence of replacement. Pointing_ : During the tooling of joints, enlarge any voids or holes, except weep holes, and completely 42 fill with mortar. Point -up all joints including corners, openings, and adjacent construction to provide a neat, uniform appearance, prepared for application of sealants. 45 Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or 48 chisels. Test cleaning methods on sample wall panel; leave 1/2 panel uncleaned for comparison 51 purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 54 Protect adjacent non - masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 57 Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. 60 #0217 CITY OF YAKIMA UNIT MASONRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 04200 - 12 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Clean masonry by means of bucket and brush hand - cleaning method described in BIA "Technical Note No. 20 Revised" using the following masonry cleaner: 3 Job -mixed detergent solution. 6 Protection: Provide final protection and maintain conditions, in a manner acceptable to installer that ensures unit masonry is without damage and deterioration at time of Substantial Completion. 9 END OF SECTION 04200 #0217 DIVISION 5 - METALS CITY OF YAKIMA STRUCTURAL STEEL. KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05120 -1 PARK AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division I Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of structural steel work is shown on drawings, including schedules, notes and details to show size and location of members, typical connections and type of steel required. Partial requirements are 12 indicated in the General Structural Notes. Structural Steel is that work defined in American Institute of Steel Construction (AISC) "Code of 15 Standard Practice" and as otherwise shown on drawings. Refer to Section 01030 for effect of alternates on work of this Section. 18 Cold- formed metal framing is specified in Section 05400. 21 Miscellaneous Metal Fabrications are specified in Section 05500. Steel Joists are specified in Section 05220. 24 Metal Decking is specified in Section 05310. 27 Design of Members and Connections: Details shown are typical; similar details apply to similar conditions. Verify dimensions at site whenever possible without causing delay in the work. 30 Promptly notify Architect whenever design of members and connections for any portion of structure are not clearly indicated. 33 SUBMITTALS: Shop Drawings: Submit Shop Drawings, including layout diagrams, complete details and schedules • 36 for fabrication and assembly of structural steel members. Include details of cuts, connections, camber, holes and other pertinent data. Indicate welds by 39 standard AWS A2.1 and A2.4 symbols and show size, length and type of each weld. Provide setting drawings, templates and directions for installation of anchor bolts and other 42 anchorages to be installed as work of this section. QUALITY ASSURANCE: 45 Codes and Standards: Comply with provisions of following, except as otherwise indicated: 48 AISC "Code of Standard Practice for Steel Buildings and Bridges ". AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for 51 Buildings ", including the "Commentary" and Supplements thereto as issued. AISC "Specifications for Architecturally Exposed Structural Steel ". 54 American Welding Society (AWS) D1.1 "Structural Welding Code - Steel." 57 ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use ", #0217 CITY OF YAKIMA STRUCTURAL STEEL KIWANIS PARK IMPROVEMENT PROJECT- PHASE i SECTION 05120 - 2 PARK AND RECREATION DIVISION YAKIMA, WASHINGTON UBC Standard 27 -2, "Erection, Fabrication, Identification and Painting of Structural Steel." 3 Qualifications for Welding Work: Quality welding processes and welding operators in accordance with AWS "Standard Qualification Procedure ". 6 Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. 9 If re- certification of welders is required, re- testing will be Contractor's responsibility. DELIVERY, STORAGE AND HANDLING: 12 Deliver materials to site at such intervals to insure uninterrupted progress of work. • 15 Deliver anchor bolts and anchorage devices, which are to be embedded in cast -in -place concrete or masonry, in ample time to not delay work. 16 Store materials to permit easy access for inspection and identification. Keep steel members off ground, using pallets, platforms or other supports. Protect steel members and packaged materials from erosion and deterioration. 21 Do not store materials on structure in a manner that might cause distortion or damage to members or supporting structures. Repair or replace damaged materials or structures as directed. 24 PART 2- PRODUCTS 27 MATERIALS: 30 Metal Surfaces. General: For fabrication of work which will be exposed to view or in areas requiring application of special coatings, use only materials which are smooth and free of surface blemishes including pitting, rust and scale, seam marks, roller marks, rolled trade names and roughness. 33 Remove such blemishes by grinding or by welding and grinding, prior to cleaning, treating, priming and application of surface finishes. 36 Structural Steel Shapes, Plates and Bars: ASTM A 36. Cold- Formed Steel Tubing: ASTM A 500, Grade B. 39 Bolts: ASTM A 325 High Strength with hexagonal heads and nuts, unless otherwise noted. 42 Electrodes for Welding: Comply with AWS Code, electrodes per General Structural Notes. Structural Steel Primer Paint: SSPC- Paint 13. 45 Non - metallic Shrinkage- Resistant Grout: Pre - mixed, non - metallic, non - corrosive, non - staining product containing selected silica sands, portiand cement, shrinkage compensating agents, plasticizing and 46 water reducing agents, complying with CE- CRD -C621. FABRICATION: 51 Shop Fabrication and Assembly: Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of structural steel in accordance with AISC Specifications and as 54 indicated on final shop drawings. Provide camber in structural members where indicated. Splice members only where indicated and accepted on Shop Drawings. Fabricate for delivery sequence, including special treatment and primer where applicable, which will expedite erection and minimize 57 field handling of materials. #0217 CITY OF YAKIMA STRUCTURAL STEEL KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05120 - 3 PARK AND RECREATION DIVISION YAKIMA, WASHINGTON Connections: Weld or bolt shop and field connections, as indicated. Bolt holes shall be "Standard" per AISC unless detailed otherwise. 3 Welded Construction: Comply with AWS code for procedures, appearance and quality of welds, and methods used in correcting welding work. For exposed work, comply with appearance requirements 6 specified in Division 5, "Metal Fabrications" Section. SHOP PAINTING: 9 General: Shop paint structural steel, except those members or portions of members to be embedded in concrete or mortar. Paint embedded steel which is partially exposed on exposed portions and initial 12 2" of embedded areas only. Coordinate priming of work to receive special coatings with recommendations of coating 15 manufacturer. Do not paint surfaces which are to be welded. 18 Apply 2 coats of paint to surfaces which are inaccessible after assembly or erection. Change color of second coat to distinguish it from first. 21 Surface Preparation: After inspection and before shipping, clean steelwork to be painted. Remove loose rust, loose mill scale and spatter, slag or flux deposits. Clean steel in accordance with Steel 24 Structures Painting Council (SSPC) as follows: SP -2 "Hand Tool Cleaning ". 27 Painting: Immediately after surface preparation, apply structural steel primer paint in accordance with manufacturer's instructions and at a rate to provide dry film thickness of not less than 1.5 mils. Use 30 painting methods which result in full coverage of joints, corners, edges and exposed surfaces. 33 PART 3 - EXECUTION Temporary Shoring and Bracing: Provide temporary shoring and bracing members with connections of 36 sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. 39 Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond - reducing materials and roughen to improve bond to surfaces. Clean bottom surface of base and bearing plates. 42 Set loose and attached base plates and bearing plates for structural members on wedges or other adjusting devices. 45 Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims, but if protruding, cut off flush with edge of base or bearing plate prior to packing with 48 grout. Pack grout solidly between bearing surfaces and bases or plates to ensure that no voids remain. 51 Finish exposed surfaces, protect installed materials and allow to cure. Field Assembly: Set structural frames accurately to lines and elevations indicated. Align and adjust 54 various members forming a part of a complete frame or structure before permanently fastening. Clean bearing surfaces and other surfaces, which will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 57 Level and plumb individual members of structure within specified AISC tolerances. #0217 CITY OF YAKIMA STRUCTURAL STEEL KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05120 - 4 PARK AND RECREATION DIVISION YAKIMA, WASHINGTON Erection Bolts: On exposed welded construction, remove erection bolts, fill holes with plug welds and 3 grind smooth at exposed surfaces. Comply with AISC Specifications for bearing, adequacy of temporary connections, alignment and 6 removal of paint on surfaces adjacent to field welds. not l arge g n e d holes members by b or by us e of drift pin, in secondary Do nvt enlarge non-aligned holes in me. �,.,�� s by burning ��� . .. by drift r •• • — r- s bracing members. Ream holes that must be enlarged to admit bolts. Touch -Up Painting of Work Concealed in the Construction: Immediately after erection, clean field 12 welds, bolted connections and abraded areas of shop paint. Apply paint to these areas using same material as used for shop painting. 15 Apply by brush or spray to provide minimum dry film thickness of 1.5 mils. Touch -Up Painting of Finish Painted Work: Cleaning and touch -up painting of field welds, bolted 18 connections and abraded areas of shop paint on structural steel to receive finish field painting or coating is included in Division 9 under Painting Work. 21 END OF SECTION 05120 #0217 • CITY OF YAKIMA STEEL JOISTS AND KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 JOIST GIRDERS PARKS AND RECREATION DIVISION SECTION 05220- 1 YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General Conditions and Division 1 6 Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of steel joists is shown on drawings, including basic layout and type of joists required. Partial requirements are indicated in the General Structural Notes. 12 SUBMITTALS: 15 Shop Drawings: Submit detailed drawings showing layout of joist units, special loadings, special connections, joining and accessories. Include mark, number, type, location and spacing of joists and bridging. 18 QUALITY ASSURANCE: 21 Provide joists fabricated in compliance with Steel Joist Institute (SJI) Standard Specifications, Load Tables and Weight Tables for applicable series of Steel Joists and Joist Girders. 24 Qualification of Field Welding: Qualify welding processes and welding operators in accordance with the American Welding Society "Structural Welding Code," AWS D1.1. 27 Inspection: Inspect joists in accordance with SJI specifications. DELIVERY, STORAGE AND HANDLING: 30 Deliver, store and handle steel joists as recommended in SJI "Specifications ". Handle and store joists in a manner to avoid deforming members and excessive stresses. 33 PART 2 - PRODUCTS 36 MATERIALS: 39 Steel: Comply with SJI "Specifications ". High- Strength Threaded Fasteners: ASTM A 325 or A 490 heavy hexagon structural bolts with nuts 42 and hardened washers. Steel Prime Paint: Comply with SJI "Specifications ". 45 FABRICATION: 48 General: Fabricate steel joists in accordance with SJI "Specification ". Extended Ends: Provide extended ends on joists where shown, complying with manufacturer's 51 standards and requirements of applicable SJI "Specifications" and load tables. Bridging: Provide horizontal or diagonal type bridging for joists complying with SJI "Specifications" and 54 as shown on drawings. End Anchorage: Provide end anchorages to secure joists to adjacent construction, complying with SJI 57 "Specifications ", unless otherwise indicated. #0217 CITY OF YAKIMA STEEL JOISTS AND KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 JOIST GIRDERS PARKS AND RECREATION DIVISION SECTION 05220- 2 YAKIMA, WASHINGTON Shop Painting: Remove loose scale, heavy rust and other foreign materials from fabricated joists and accessories before application of shop paint. 3 Apply one shop coat of steel prime paint to joists and accessories by spray, dipping or other method to provide a continuous dry film coating of not Tess than 0.50 mil. 6 Remove all drips and irregular paint thicknesses from the bottom chord of the trusses. 9 PART 3 - EXECUTION 12 ERECTION: Place and secure steel joists in accordance with SJI "Specifications ", final shop drawings and as 15 herein specified. Placing Joists: no not start placement of steel joists until supporting work is in place and secured. 18 Place joists on supporting work, adjust and align in accurate y locations and spacing before permanently fastening. 21 Provide temporary bridging, connections and anchors to ensure lateral stability during construction. Bridging: Install bridging simultaneously with joist erection, before construction loads are applied. 24 Anchor ends of bridging lines at top and bottom chords where terminating at walls or beams. Fastening Joists: 27 Field weld joists to supporting work as indicated. 30 Touch -Up Painting: After joist installation, paint welded areas and abraded or rusty surfaces on joists and steel supporting members. Wire brush surfaces and clean with solvent before painting. Use same type of paint as used for shop painting. 33 36 END OF SECTION 05220 #0217 CITY OF YAKIMA METAL DECKING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05310 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of metal decking is indicated on drawings, including basic layout and type of deck units required. Partial requirements are indicated in the General Structural Notes. 12 SUBMITTALS: 15 Shop Drawings: Submit detailed drawings showing layout and types of deck panels, anchorage details and conditions requiring closure panels, supplementary framing, sump pans, cant stops, cut openings, special jointing or other accessories. 18 QUALITY ASSURANCE: 21 Codes and Standards: Comply with provisions of the following codes and standards, except as otherwise indicated or specified: 24 AISI "Specification for the Design of Cold- Formed Steel Structural Members ". AWS D1.3 "Structural Welding Code - Sheet Steel ". 27 SDI "Design Manual for Floor Decks and Roof Decks ". 30 Qualification of Field Welding: Qualify welding processes and operators in accordance with "Welder Qualification" procedures of AWS D1.1. 33 Welded decking in place is subject to inspection and testing. Expense of removing and replacing portions of decking for testing purposes will be borne by Owner if welds are found to be satisfactory. Remove work found to be defective and replace with new acceptable work. 36 PART 2 - PRODUCTS 39 Steel for Galvanized Metal Deck Units: ASTM A 446, Grade A. 42 Miscellaneous Steel Shapes: ASTM A 36. Sheet Metal Accessories: ASTM A 526, commercial quality, galvanized. 45 Galvanizing: ASTM A 525, G60. 48 FABRICATION: General: Form deck units in lengths to span four or more supports nested 2" laps at ends and 51 interlocking or nested side laps. Roof Deck Units: Provide deck configurations complying with SDI "Roof Deck Specifications ", of metal 54 thickness, depth and width as shown. This decking is overlaid with rigid insulation and roofing. Metal Closure Strips: Fabricate metal closure strips, for cell raceways and openings between decking 57 and other construction, of not Tess than 0.045" min. (18- gauge) sheet steel. Form to provide tight - #0217 CITY OF YAKIMA METAL DECKING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05310 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON fitting closures at open ends of cells or flutes and sides of decking. Refer to details as shown on Architectural and structural drawings. 3 PART 3 - EXECUTION 6 General: Install deck units and accessories in accordance with manufacturer's recommendations and final shop drawings, and as specified herein. 9 Place deck units on supporting steel framework and adjust to final position with ends accurately aligned and bearing on supporting members before being permanently fastened. Do not stretch or 12 contract side lap interlocks. Place deck units flat and square, secured to adjacent framing without warp or excessive deflection. 15 Coordinate and cooperate with structural steel erector in locating decking bundles to prevent overloading of structural members. 18 Fastening Deck Units: See structural drawings for fastening requirements. • 21 Cutting and Fitting: Cut and neatly fit deck units and accessories around other work projecting through or adjacent to the decking, as shown. 24 Reinforcement at Openings: Provide additional metal reinforcement and closure pieces as required for strength, continuity of decking and support of other work shown. 27 Hanger Devices: Coordinate with installers of suspended ceilings, ductwork, diffusers, lighting fixtures and other trades for installation of hanger devices by the trades before placement of construction concealing top surfaces of metal decking. 30 Closure Strips: Provide metal or flexible closure strips at open uncovered ends and edges of floor and landing decking and in voids between decking and other construction. Weld into position to provide a 33 complete decking installation. 36 END OF SECTION 05310 39 #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. SUMMARY: 9 This Section includes the following metal fabrications: 12 Loose bearing and leveling plates Banner pole hangers Miscellaneous framing and supports for applications where framing and supports are not 15 specified in other Sections Steel tube columns 18 Related Sections: The following Sections contain requirements that relate to this Section: Division 3 Section, Concrete Work 21 Division 4 Section, Unit Masonry Division 5 Section, Structural Steel, Steel Joists, Metal Decking 24 SYSTEM PERFORMANCE REQUIREMENTS: 27 Structural Performance: Design, engineer, fabricate, and install metal fabrications to withstand the following structural Toads without exceeding the allowable design working stress of the materials involved, including anchors and connections. Apply each load to produce the maximum stress in 30 each respective component of each metal fabrication. SUBMITTALS: 33 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 36 Product data for products used in miscellaneous metal fabrications, including paint products and grout. 39 Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, Sections, and details of metal fabrications and their connections. Show anchorage and 42 accessory items. Provide templates for anchors and bolts specified for installation under other Sections. 45 Welder certificates signed by Contractor certifying that welders comply with requirements specified under "Quality Assurance" Article. 48 QUALITY ASSURANCE: Fabricator Qualifications: Firms experienced in successfully producing metal fabrications similar to 51 that indicated for this project, with sufficient production capacity to produce required units without causing delay in the Work. 54 Installer Qualifications: Arrange for installation of metal fabrications specified in this Section by same firm that fabricated them. #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Qualify welding processes and welding operators in accordance with AWS D1.1 "Structural Welding Code - Steel", D1.3 "Structural Welding Code - Sheet Steel ", and D1.2 "Structural Welding Code - 3 Aluminum ". Certify that each welder has satisfactorily passed AWS qualification tests for welding 6 processes involved and, if pertinent, has undergone re- certification. PROJECT CONDITIONS: 9 Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded 12 measurements on final shop drawings. Coordinate fabrication schedule with construction progress to V a V d delay of Work. 15 PART2- PRODUCTS 18 FERROUS METALS: • Metal Surfaces, General: For metal fabrications exposed to view upon completion of the Work, 21 provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those permitted 24 by reference standards for stretcher - leveled sheet. Steel Plates, Shapes, and Bars: ASTM A 36. 27 Cold- Formed Steel Tubing : ASTM A 500, Grade A, unless otherwise indicated or required for design loading. 30 Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot -dip galvanized 33 per ASTM A 153. Welding Rods and Bare Electrodes: Select in accordance with AWS specifications for the metal alloy 36 to be welded. GROUT AND ANCHORING CEMENT: 39 Erosion - Resistant Anchoring Cement: Factory- prepackaged, non - shrink, non - staining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable 42 anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer. 45 Products: Subject to compliance with requirements, products that may be incorporated in the Work. 48 FASTENERS: General: Provide zinc - coated fasteners for exterior use or where built into exterior walls. Select 51 fasteners fnr the t grade and class required PAINT: 54 Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast - curing, lead -free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for 57 compatibility with finish paint systems indicated, and for capability to provide a sound foundation for #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON field - applied topcoats despite prolonged exposure complying with performance requirements of FS TT -P -645. 3 Galvanizing Repair Paint: High zinc dust content paint for re- galvanizing welds in galvanized steel, with dry film containing not Tess than 94 percent zinc dust by weight, and complying with DOD -P- 6 21035 or SSPC- Paint -20. Bituminous Paint: Cold- applied asphalt mastic complying with SSPC -Paint 12 except containing no 9 asbestos fibers. FABRICATION, GENERAL: 12 Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or 15 accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. 18 Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Allow for thermal movement resulting from the following maximum change (range) in ambient 21 temperature in the design, fabrication, and installation of installed metal assemblies top prevent buckling, opening up of joints, and over stressing of welds and fasteners. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss. 24 Shear and punch metals cleanly and accurately. Remove burrs. 27 Ease exposed edges to a radius of approximately 1/32 -inch, unless otherwise indicated. Form bent - metal corners to smallest radius possible without causing grain separation or otherwise impairing work. 30 Remove sharp or rough areas on exposed traffic surfaces by grinding smooth. 33 Weld corners and seams continuously to comply with AWS recommendations and the following: Use materials and methods that minimize distortion and develop strength and corrosion 36 resistance of base metals. Obtain fusion without undercut or overlap. 39 Remove welding flux immediately. 42 At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 45 Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat head (countersunk) screws or bolts. Locate joints where least conspicuous. 48 Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. 51 Shop Assembly: Pre - assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use 54 connections that maintain structural value of joined pieces. Clearly mark units for re- assembly and coordinated installation. #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware, screws, and similar items. 3 Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. 6 ROUGH HARDWARE: Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other 9 miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 6 Sections. 12 Fabricate items to sizes, shapes, and dimensions required. Furnish malleable -iron washers for heads and nuts that bear on wood structural connections; elsewhere, furnish steel washers. 15 SF L 1116E WALL. U*UK 1 18 General: Fabricate wall support tube to comply with requirements indicted for design, dimensions, details, finish, and member sizes, including wall thickness of tube and anchorage, but not Tess than that required to support structural loads. 21 Brackets, Flanges, Fittings, and Anchors: Provide wail tube support, flanges, miscellaneous fittings, and anchors. Furnish inserts and other anchorage devices for connecting to concrete. 24 For posts set in concrete set in minimum concrete footing 8" deep and 8" square. 27 LOOSE BEARING AND LEVELING PLATES: Provide loose bearing and leveling plates for steel items bearing on concrete construction, made flat, 30 free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize after fabrication. 33 BANNER SUPPORT POLES: Fabricate 4' -0" long banner support poles from 1 %4' o.d. round steel pipe. Provide 2" round steel balls 36 threaded or welded to the end of each pipe. Provide 6" x 6" x %" thick steel plates with four %" machine bolts at the corners to anchor to solid blocking in the truss frame. Weld a 2" o.d. round steel by 4" long pipe to the 1 /4" steel plate to insert the banner pole into. Provide two 3/8" Allen screws to fix 39 the banner pole to the support anchor. Galvanize after fabrication. 42 MISCELLANEOUS FRAMING AND SUPPORTS: General: Provide steel framing and supports for applications indicated or which is not a part of 45 structural steel framework, as required to complete work. Fabricate units to sizes, shapes, and profiles indicated and required to receive adjacent other 48 construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed. 54 Except as otherwise indicated, space anchors 24 inches o.c. and provide minimum anchor units in the form of steel straps 1 inches wide x' /4 inches x 8 inches long. 57 #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON FINISHES, GENERAL: 3 Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. 6 Finish metal fabrications after assembly. 9 STEEL AND IRON FINISHES: Galvanizing: For those items indicated for galvanizing, apply zinc coating by the hot -dip process 12 compliance with the following requirements: ASTM A 153 for galvanizing iron and steel hardware. 15 ASTM A 123 for galvanizing both fabricated and unfabricated iron and steel products made of uncoated rolled, pressed, and forged shapes, plates, bars, and strip 0.0299 inch thick and 18 heavier. 21 PART 3 - EXECUTION PREPARATION: 24 Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and 27 miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 30 Set sleeves in concrete with tops flush with finish surface elevations; protect sleeves from water and concrete entry. 33 INSTALLATION, GENERAL: Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for 36 securing miscellaneous metal fabrications to in -place construction; include threaded fasteners for concrete and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws, and other connectors as required. 39 Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and 42 elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. 45 Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. 48 Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade the surfaces of exterior units which have been hot -dip galvanized after fabrication, 51 and are intended for bolted or screwed field connections. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, 54 appearance and quality of welds made, methods used in correcting welding work, and the following: Use materials and methods that minimize distortion and develop strength and corrosion 57 resistance of base metals. #0217 CITY OF YAKIMA METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05500 = 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Obtain fusion without undercut or overlap. 3 Remove welding flux immediately. 6 At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent 9 Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint or zinc chromate primer, 12 SETTING LOOSE PLATES: 15 Clean concrete and masonry bearing surfaces of any bond - reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of bearing plates. 18 Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush with the edge of the bearing plate before packing with grout. 21 ADJUSTING AND CLEANING: 24 Touch -Up Galvanized Finish: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop galvanized finish and touchup cold galvanized repair paint ASTM A 780. 27 END OF SECTION 05500 #0217 CITY OF YAKIMA SHEET METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05580 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This section includes stainless steel sheet metal counter and counter top at overhead coiling counter shutters. 12 Related Sections: The following Sections contain requirements that relate to this Section: 15 Division 4 Section, Concrete Masonry Work, for work which interfaces with this Section. Division 8 Sections, Overhead Coiling Doors. 18 Division 12 Section, Architectural Casework. 21 SUBMITTALS Shop drawings for each fabrication including plans, elevations and detail sections. Indicate jointing, 24 fasteners, anchorage and accessory items, and specify finishes. QUALITY ASSURANCE: 27 Manufacturer /Installer Qualifications: Firm which employs skilled persons and which has successfully fabricated products similar to those required for this project. 30 Coordinate fabrication and installation of items specified in this Section with other, adjoining units of work. 33 DELIVERY, STORAGE AND HANDLING: 36 Deliver sheet metal fabrications and components with protective crating and covering. Store products on elevated platforms in a dry location. 39 PROJECT CONDITIONS: 42 Field Measurements: Verify size, location and placement of sheet metal fabrications with adjoining construction prior to fabrication. 45 PART 2 - PRODUCTS 48 SHEET METALS: General: Provide sheet metals selected for their surface flatness, smoothness and freedom from 51 surface blemishes where exposed to view in the finished unit. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, stains, discoloration or other imperfections. 54 Stainless Steel Sheet: ASTM A 167, Type 302 or 304, stretcher leveled, with the following mill finish: 57 Polished for surfaces requiring little or no polishing after fabrication to produce the uniform polished finish specified under "Stainless Steel Finishes." #0217 CITY OF YAKIMA SHEET METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05580 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON COUNTER: 3 Stainless steel counter top: Fabricate from 16 gauge stainless steel sheet to run two inches wider than the opening. 6 Return the exterior edge and fasten to the masonry wall. Fill the side openings so that there are no openings at the exterior side of the counter. All welding will be accomplished with wire we ldin g. R to details on th dr for a dd i t i on a l information. 9 Cope sides of counter around masonry jambs to extend 2" past the door opening. Cap open end of counter and remove all sharp edges. 12 To be installed as detailed on the drawings. 15 TV SHELVES: Stainless steel shelves: 18 Fabricate from 12 gauge stainless steel sheet with 2" stiffened edges. Return the exterior edge adjacent to walls and fasten to the masonry with 3/8" x 3" expansion anchors. Provide 21 intermediate stiffeners and angle brackets to support the shelf top. All welding will be accomplished with wire welding. Refer to details on the drawings for additional information. 24 MISCELLANEOUS MATERIALS: 27 Welding Electrodes and Filler Metal: Type and alloy of filler metal and electrodes as recommended by producer of metal to be welded, complying with applicable AWS specifications, and as required for strength and compatibility in the fabricated items. 30 Use filler metals and welding procedures which will blend with and match the color of sheet metal being joined and will avoid discoloration at welds. 33 Fasteners: Stainless steel of same alloy as fastened metal, unless otherwise indicated. Do not use metals which are corrosive or incompatible with metals joined. 36 Provide concealed fasteners for interconnection of sheet metal fabrications and for their attachment to other work except where exposed fasteners are unavoidable or are the 39 standard fastening method. Provide square head machine screws for exposed fasteners, unless otherwise indicated. 42 FABRICATION: 46 General: Fabricate sheet metal fabrications to comply with requirements indicated for design, dimensions, materials, joinery and performance. Provide all necessary members and bracing to result in sturdy free standing units where indicated. • 48 Unless specifically indicated otherwise, fabricate all sheet metal assemblies from stainless steel sheet. 51 Sheet Metal Gauges: Except as otherwise indicated, fabricate the following sheet metal components from the gauge of metal indicated and other components of not less than 20 -gauge metal: 54 Coordinate dimensions and attachment methods of sheet metal fabrications with those of adjoining products and construction to produce integrated assemblies with closely fitting joints, edges and 67 surfaces aligned with one another in relationship indicated. #0217 CITY OF YAKIMA SHEET METAL FABRICATIONS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 05580 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Form sheet metal fabrications to profiles indicated in maximum lengths to minimize joints and without exposed cut edges. Fold back exposed ends of unsupported sheet metal to form a 1/2" -wide hem on 3 the concealed side, or ease exposed edges with backing to a radius of approximately 1/32 ". Produce flat, flush surfaces without cracking and grain separation at bends. 6 Continuously wire weld all joints and seams except where other methods of joining are indicated; grind, fill and dress welds to produce smooth flush exposed surfaces in which welds are invisible after final finishing is completed. Where necessary for disassembly, provide water - proof, gasketed, draw - 9 type joints with concealed bolting. 12 FINISHES, GENERAL: Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and 15 designations of finishes. Complete mechanical finishes of flat sheet metal surfaces before fabrication, wherever possible. After 18 fabrication, finish all joints, bends, abrasions and other surface blemishes to match sheet finish. Protect mechanical finishes on exposed surfaces from damage by application of adhesive paper or 21 other temporary protective covering, prior to shipment. STAINLESS STEEL FINISHES: 24 Bright, Directional Polish: AISI No. 4 finish, except as otherwise indicated. 27 PART 3 - EXECUTION 30 INSTALLATION: Locate and place sheet metal fabrications plumb, level and in alignment with adjacent construction. 33 Provide field modifications required to work of this Section, if any, complying with fabrication quality requirements specified herein. 36 Use concealed anchorages where possible. Anchor all work securely. Form tight joints with exposed connections accurately fitted together. 39 ADJUSTING: 42 Repair finishes damaged during installation and construction period so that no evidence remains of correction work. Return items which cannot be re- finished in the field to the factory; make required alterations and re- finish entire unit, or provide new units as required. 45 PROTECTION 48 Protect finishes of sheet metal fabrications from damage during construction period. Remove temporary protective coverings at time of Substantial Completion. 51 END OF SECTION 05580 #0217 DIVISION 6 - WOOD AND PLASTICS CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 PART 1 - GENERAL RELATED DOCUMENTS: 6 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. 9 SUMMARY: 12 Types of work in this section include: Wood framing 15 Wood nailers and blocking Medium density overlay plywood Sheathing 18 Pre - fabricated wood joists are specified in other Division 6 sections. 21 DEFINITIONS: Rough carpentry includes carpentry work not specified as part of other sections and which is generally 24 not exposed, except as otherwise indicated. PRODUCT HANDLING: 27 Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air 30 circulation within and around stacks and under temporary coverings including polyethylene and similar materials. 33 For lumber and plywood pressure treated with waterborne chemicals, sticker between each course to provide air circulation. 36 PROJECT CONDITIONS: Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate 39 location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. 42 PART 2 - PRODUCTS LUMBER, GENERAL: 45 Lumber Standards: Manufacture lumber to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber 48 Standards Committee's (ALSC) Board of Review. Inspection Agencies: Inspection agencies and the abbreviations used to reference with lumber 51 grades and species include the following: WCLIB - West Coast Lumber Inspection Bureau. 54 WWPA - Western Wood Products Association. 57 #0217 CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Grade Stamps: Factory-mark each piece of lumber with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture 3 content at time of surfacing and mill. Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required 6 by PS 20, for moisture content specified for each use. Provide dressed lumber, S4S, finless otherwise indicated. 9 Provide lumber with 15 percent maximum moisture content at time of dressing and shipment for sizes two inches or less in nominal thickness, unless otherwise indicated. 12 DIMENSION LUMBER: 15 Framing Lumber: Provide grade and species for each application as indicated in General Structural Notes. 18 MISCELLANEOUS LUMBER: Provide wood for support or attachment of other work including equipment cabinets, hardware, 21 support bases, bucks, nailers, blocking, furring, stripping and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as follows: • 24 Moisture Content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. 27 Grade: Standard Grade light framing size lumber of any species or board size lumber as required. No. 3 Common or Standard grade boards per WCLIB or WWPA rules. 30 CONSTRUCTION PANELS: Construction Panel Standards: Comply with PS 1 "U.S. Product Standard for Construction and 33 Industrial Plywood" for plywood panels and, for products not manufactured under PS 1 provisions, with American Plywood Associates (APA) "Performance Standard and Policies for Structural -Use Panels ", Form No. E445. 36 Trademark: Factory-mark each construction panel with APA trademark evidencing compliance with grade requirements. 39 Concealed APA Performance -Rated Panels: Where construction panels will be used for the following concealed types of applications, provide APA Performance -Rated Panels complying with 42 requirements indicated for grade designation, span rating, exposure durability classification, edge detail (where applicable) and thickness. 45 Wall Sheathing: APA RATED SHEATHING. Exposure Durability Classification: EXPOSURE 1. 48 Span Rating: 12/0, 16/0, 20/0 or Wall -16 o.c. for stud spacing of 16" or Tess. See Structural Notes and drawings. 51 Roof Sheathing: APA RATED B -C tongue and grove and square edge veneer with B -side exposed to roofing. 54 Exposure Durability Classification: EXPOSURE 1. Span Hating: As required to suit framing member spacing indicated, and /or CZ indicated in General Structural Notes See Structural Notes and drawings. 57 #0217 CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Wall and Ceiling Panels: APA rated sheathing medium density overlay plywood. 3 Exposed Durability Classification: Exposure 1 Span Rating: 24/16 6 Thickness: 5/8" and' " medium density overlay plywood (see notes and drawings). Plywood Backing Panels: For mounting electrical or telephone equipment, provide plywood panels s with grade designation, APA C -C PLUGGED INT with exterior glue, in thickness indicated or, if not otherwise indicated, not less than 15/32 ". 12 MISCELLANEOUS MATERIALS: Fasteners and Anchorages: Provide for all items included in the Contract Documents (including 15 Owner provided / Contractor installed). Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide metal hangers and framing 16 anchors of the size and type indicated on drawings, in General Structural Notes and as recommended by the manufacturer for each use including recommended nails. 21 Where rough carpentry work is exposed to weather, in ground contact or in area of high relative humidity, provide fasteners and anchorages with a hot -dip zinc coating (ASTM A 153). 24 Building Paper: ASTM D226, Type I; asphalt saturated felt, non - perforated, 15 -pound type. Insect Screen: Provide nylon or galvanized steel, aluminum or bronze wire cloth with 12 -16 meshes 27 per inch. Soffit Vents: Provide SA Series continuous soffit vent. Amcor Incorporated, Model #SAL -8W in 8' -0" 30 lengths white painted aluminum or Plastic Components #2226 in 10' -0" lengths or equal with prior approval. (Provide at all soffits whether shown on drawings or not.) 33 Sill Sealer Gaskets: Glass fiber resilient insulation fabricated in strip form for use as a sill sealer; 1 inch nominal thickness compressible to 1/32 inch; selected from manufacturer's standard widths to suit width of sill members indicated; in rolls of 50 feet or 100 feet in length. 36 WOOD TREATMENT BY PRESSURE PROCESS: 39 Preservative Treatment: Where lumber or plywood is indicated as "Treated," or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with the AWPB Quality Mark 42 Requirements. Pressure -treat aboveground items with water -borne preservatives to comply with AWPB LP -2. 45 After treatment, kiln -dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: 48 Wood sills, ledgers, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. 51 Wood floor plates installed over concrete slabs. Wood cants, nailers, curbs, equipment support bases, blocking, stripping and similar 54 members in connection with roofing, flashing, roof system vapor retarders and waterproofing. 57 Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment and to comply with AWPA M4. Inspect each piece of lumber or plywood after drying and discard #0217 CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON damaged or defective pieces. 3 Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. 6 PART 3 - EXECUTION 9 INSTALLATION, GENERAL: Discard units of material with defects that might impair quality of work and units that are too small to 12 use in fabricating work with minimum joints or optimum joint arrangement. • Set carpentry work to required levels and lines, with members plumb and true to line and cut and 15 fitted. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by 18 recognized standards. Countersink nail heads on exposed carpentry work and fill holes. 21 Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will 24 receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre -drill as required. 27 WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS: Provide wherever shown and where required for screeding or attachment of other work. Form to 30 shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 33 Solid Blocking is required for all wall and ceiling supported equipment, furnishings railing, fencing, fixtures and similar items. 36 Solid blocking is required to support all sheet rock edges of wall and ceilings whether detailed or not. 39 Solid blocking for interior casework is to be provided in walls as part of base bid and is not dependent on the alternate Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with 42 surfaces, unless otherwise indicated. Where possible, anchor to formwork before concrete placement. 4s WOOD FRAMING, GENERAL: Provide framing members of sizes and on spacings shown, and frame openings as shown, or if not 48 shown, comply with Uniform Building Code (UBC) requirements. Do not splice structural members between supports. 51 Anchor and nail as shown, and to comply with UBC. Firestop concealed spaces of wood framed walls and partitions at each floor level and at ceiling lines. 54 Where firestops are not automatically provided by the framing system used, use closely fitted wood blocks of nominal two-inch thick lumber of the same width as fran ing members. 57 Maximum of 10' -0" o.c. vertically or at the intersection of walls and suspended ceiling. Do not exceed 10' -0" o.c.. #0217 CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON STUD FRAMING: 3 General: Provide stud framing of size and spacing indicated or, if not otherwise indicated, of the following sizes and spacings. Arrange studs so that wide face of stud is perpendicular to direction of 6 wall or partition and narrow face is parallel. Unless indicated otherwise, provide single bottom plate and double top plates using two -inch thick members with widths equaling that of studs; except single top plate may be used for non -load- bearing partitions. Nail or anchor plates to supporting construction s over sill sealer gasket. For exterior partitions and walls provide 2 x 8, 2 x 6 or 2 x 4 wood studs as shown spaced 16" 12 o.c, unless indicated otherwise. (Refer to drawings for wall type and additional information.) For interior partitions and walls provide 2 x 4 and 2 x 6 wood studs as shown spaced 16" o.c. 15 unless indicated otherwise. (Refer to drawing wall types for additional information.) Construct corners and intersections with not less than three studs. Provide miscellaneous blocking 18 and framing as shown and as required for support of facing materials, fixtures, specialty items and trim. 21 Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 24 For non - bearing partitions, provide double -jamb studs and headers not less than four inches deep for openings three feet and less in width, and not Tess than six inches deep for wider openings. 27 For load- bearing partitions, provide double -jamb studs for openings six feet and less in width, and triple -jamb studs for wider openings. Provide headers of depth shown. 30 JOIST AND RAFTER FRAMING: 33 General: Provide framing of sizes and spacings shown. Install with crown edge up and support ends of each member with not less than 1 -1/2" of bearing on wood or metal. Attach to wood bearing members by toe nailing or metal connectors; frame to wood supporting members with wood ledgers 36 as shown, or if not shown, with metal connectors. Frame openings with headers and trimmers supported by metal joist hangers; double headers and trimmers where span of header exceeds four feet. Do not notch in middle third of joists; limit notches to 1/6 -depth of joist, 1/3 at ends. Do not bore 39 holes larger than 1/3 -depth of joist or locate closer than two inches from top or bottom. Provide solid blocking (two inches thick by depth of joist) at ends of joists unless nailed to header or bearing member. 42 Provide special framing as shown on drawings for eaves, overhangs and similar conditions. 45 INSTALLATION OF CONSTRUCTION PANELS: General: Comply with applicable recommendations contained in Form No. E 30F, "APA 48 Design /Construction Guide - Residential & Commercial," for types of plywood products and applications indicated. 51 Fastening Methods: Fasten panels as indicated below: 54 Sheathing: Nail to framing. Plywood Backing Panels: Nail to supports. 57 #0217 CITY OF YAKIMA ROUGH CARPENTRY KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06100 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON MISCELLANEOUS: 3 Soffit Vent: Install as shown on drawings. Install sections butted tightly together. Anchor with concealed fasteners spaced no further than 24" o.c. Provide complete "closure" or coverage of all vent openings. Completely correct any damage to result in unblemished work at time of substantial 6 completion. 9 END OF SECTION 06100 #0217 CITY OF YAKIMA PREFABRICATED METAL- PLATE- KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 CONNECTED WOOD TRUSSES PARKS AND RECREATION DIVISION SECTION 06192 -1 YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: 6 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. 9 SUMMARY: Types of work in this section include: 12 Wood Trusses 15 Standards: Comply with N.F.P.A. "National Design Specification for Wood Construction" and with TPI standards including "Quality Standard for Metal Plate Connected Wood Trusses," "Commentary and Recommendations for Handling and Erecting Wood Trusses," "Commentary and Recommendations 16 for Bracing Wood Trusses," and the following: "Design Specification for Metal Plate Connected Wood Trusses" 21 Submittals: In addition to product data for truss components submit the following: 24 Shop Drawings showing sizes, design values, materials, and dimensional relationships of components as well as bearing and anchorage details. Provide shop drawings that have been signed and stamped by a professional engineer legally authorized to practice in 27 jurisdiction where Project is located. Design calculations for truss from metal plate connector manufacturer. 30 Product certificate, signed by officer of fabricating firm, certifying that metal - plate- connected wood trusses supplied for Project comply with specified requirements. 33 Research reports or evaluation reports of the model code organization acceptable to authorities having jurisdiction evidencing compliance of fire - retardant - treated wood with 36 specified requirements and building code in effect for Project. Single- Source Engineering Responsibility: Provide trusses engineered by the metal plate connector 39 manufacturer to support superimposed dead and live Toads indicated, with design approved and certified by a professional engineer legally authorized to practice in jurisdiction where Project is located. 42 Fabricator's Qualifications: A firm that participates in a recognized quality assurance program that involves inspection by SPIB; Timber Products Inspection, Inc.; Truss Plate Institute; or other 45 independent inspection and testing agency acceptable to Architect and authorities having jurisdiction. Handle and store trusses with care and comply with TPI recommendations to avoid damage from 48 bending, overturning or other cause. 51 PART 2 - PRODUCTS Lumber: Provide dressed lumber S4S, grade marked, complying with PS 20 and requirements 54 indicated. Moisture Content: Seasoned, with 19 percent maximum moisture content at time of dressing 57 and shipment. Any species and grade complying with the following species group as defined in Table 8.1a of 60 N.F.P.A. National Design Specification: #0217 CITY OF YAKIMA PREFABRICATED METAL- PLATE- KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 CONNECTED WOOD TRUSSES PARKS AND RECREATION DIVISION SECTION 06192 - 2 YAKIMA, WASHINGTON Group II species, "Fb" of 1200/1400 psi for single /repetitive member use, "E" of 3 1,600,000 psi. Metal Connector Plates: Metals and thickness as indicated, but not less than thickness indicated 6 below: Hot -Dip Galvanized Sheet Steel: ASTM A 446, Grade A, G60, minimum thickness of 0.036 9 inch. Electrolytic Zinc - Coated Steel Sheet: ASTM A 591, Coating Class C, with minimum structural 12 quality equivalent to ASTM A 446, Grade A, minimum thickness of 0.047 inch. Aluminum -Zinc Alloy- Coated Steel Sheet: ASTM A 792, Coating Designation AZ 50, with 15 structural quality equivalent to ASTM A 446, Grade A; minimum coated metal thickness of 0.036 inch. 18 Fasteners: Of size and type indicated that comply with the following requirements. Where trusses are exposed to weather or to high relative humidities, provide hot -dip zinc - coated fasteners per ASTM A 153 or AISI Type 304 stainless steel fasteners. 21 Nails, Wire, Brads, and Staples: FS FF -N -105. 24 Power Driven Fasteners: National Evaluation Report NER -272. Wood Screws: ANSI B18.6.1. 27 Lag Bolts: ANSI 18.2.1. 30 Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. 33 Metal Framing Anchors: Provide metal framing anchors of type, size, metal, and finish indicated that comply with requirements specified including the following: 36 Current Evaluation /Research Reports: Provide products for which model code evaluation /research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with the building code 39 in effect for this Project. Allowable Design Loads: As published by manufacturer and determined from empirical data 42 or by rational engineering analysis and verified through comprehensive testing by a qualified independent testing laboratory. 45 Galvanized Steel Sheet: Zinc - coated by hot -dip process to comply with ASTM A 525, Coating Designation G60, and complying with ASTM A 446, Grade A; ASTM A 526; or ASTM A 527. 48 PART 3 - EXECUTION: 51 Install trusses to comply with TPI referenced standards and other indicated requirements. 54 END OF SECTION 06192 #0217 DIVISION 7 - THERMAL AND MOISTURE PROTECTION CITY OF YAKIMA BITUMINOUS DAMPPROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07160 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes the following: 12 Cold- applied asphalt emulsion dampproofing to be applied to the exterior side of all below grade foundation walls. 15 Related Sections: The following Sections contain requirements that relate to this Section: Cast -in -place concrete is specified in Division 3 Section, Cast -In -Place Concrete. 18 SUBMITTALS: 21 General: Submit the following in accordance with Conditions of Contract and Division 1 Section, Submittals. 24 Product Data: Include data substantiating that materials comply with specified requirements for each dampproofing material specified. 27 QUALITY ASSURANCE: Installer Qualifications: Engage an experienced installer who has completed bituminous 30 dampproofing work similar in material, design, and extent to that indicated for Project and that has resulted in construction with a record of successful in- service performance. 33 Single- Source Responsibility: Obtain primary dampproofing materials and primers from a single Manufacturer. Provide secondary materials only as recommended by Manufacturer of primary materials. 36 PROJECT CONDITIONS: 39 Substrate: Proceed with dampproofing work only after substrate construction and penetrating work have been completed. 42 Ventilation: Provide adequate ventilation during application of solvent -based components in enclosed spaces. Maintain ventilation until dampproofing membrane has thoroughly cured. 45 PART 2 - PRODUCTS 48 BITUMINOUS DAMPPROOFING, GENERAL: Odor Elimination: For interior and concealed -in -wall uses, provide type of bituminous dampproofing 51 material that is warranted by Manufacturer to be substantially odor -free after drying for 24 hours under normal conditions. 54 COLD - APPLIED ASPHALT EMULSION DAMPPROOFING: Asphalt Emulsion: Asphalt- and - water - emulsion coating, compounded to penetrate substrate and build 57 to moisture - resistant coating. Primer: Asphalt primer complying with ASTM D41, for asphalt -based dampproofing. #0217 CITY OF YAKIMA BITUMINOUS DAMPPROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07160 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Provide semi - fibrated type trowel -grade at retaining wall and semi - mastic (elsewhere) 3 asbestos -free emulsion; ASTM D 1227, Type III or IV, except containing non - asbestos fibrous reinforcement and filler materials. 6 Glass Fabric: Woven glass fabric, treated with asphalt complying with ASTM D1668, Type I. Manufacturer: Subject to compliance with requirements, provide coal tar products o f on of the 9 following: Celotex Corporation. 12 ChemRex, Inc. /Sonneborne Building Products Div. GS Roofing Products Company, Inc. Karnak Chemical Corporation. 15 Koppers Company, Inc. Manville Building Materials Corporation. Tamko Corporation. 18 Tremco, Inc. Equal with prior approval. 21 PART 3 - EXECUTION 24 PREPARATION OF SUBSTRATE: Clean substrate of projections and substances detrimental to work; comply with recommendations of 27 prime materials Manufacturer. Fill voids, seal joints, and apply bond breakers (if any) as recommended by prime materials 30 Manufacturer, with particular attention at construction joints. Prime substrate as recommended by prime materials Manufacturer. 33 Protection of Other Work: Do not allow liquid and mastic compounds to enter and clog drains and conductors. Prevent spillage and migration onto other surfaces of work, by masking or otherwise 36 protecting adjoining work. Reinforcement: At changes in plane, install lapped courses of glass fabric in first coat of 39 dampproofing compound. INSTALLATION, GENERAL: 42 Comply with Manufacturer's recommendations, except where more stringent requirements are indicated or specified and where project conditions require extra precautions or provisions to ensure 45 satisfactory performance of work. 48 ASPHALT EMULSION EXTERIOR SURFACES: Apply coat of trowel -grade apply at a minimum rate of 7 gallons per 100 square feet, to produce an 51 average dry-film thickness of 60 mils at retaining wall and 30 mils elsewhere. Semi - frabrated at foundation wails other than retaining wail. Apply by brushing or spraying at rate of 54 5.0 gallons per 100 square feet to produce uniform dry-mil thickness of not less than 30 mils. 57 END OF SECTION 07160 #0217 CITY OF YAKIMA WATER REPELLENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07180 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. DESCRIPTION OF WORK: 9 Extent of surfaces to receive water repellent is indicated on drawings and by provisions of this Section. 12 Following applications of water repellent are required: 15 Exterior concrete unit masonry above -grade surfaces. Related Sections: The following Sections contain requirements that relate to this Section: 18 Division 4 Section, Unit Masonry Division 7, Section, Joint Sealers 21 QUALITY ASSURANCE: 24 Application: A firm with not Tess than three years of successful experience in application of water repellents of types required on substrates similar to those of this project. 27 Project Mock -Up: Apply water repellent to mock -up, either partial or full coverage as directed, before proceeding with installation. Comply with installation requirements of this Section. 30 SUBMITTALS: Product Data: Submit Manufacturer's specifications, installation instructions, and general 33 recommendations for water repellents. Include data substantiating that materials are recommended by Manufacturer for applications indicated and comply with requirements. 36 JOB CONDITIONS: Weather and Substrate Conditions: Do not proceed with application of water repellent (except with 39 written recommendation of Manufacturer), when ambient temperature is less than 30 °F (10 0 C), or when substrate surfaces have cured for a period of less than 1 month. Do not apply water repellent when rain or temperatures below 30 °F. are predicted within the next 24 hours, earlier than three days 42 after surfaces had become wet, when substrate is frozen, or if surface temperature is less than 30 °F. 45 PART 2 - PRODUCTS PENETRATING WATER REPELLENT: 48 Provide a 40% isobutyl trimethoxy silane in an ethanol solution with the following ASTM Numbers: 51 Water Penetration: ASTM C642 -24 24 -hour soak minimum 90% effective. NCHRP 244 -21 day soak 54 Effective average minimum 74% (Series I, H, III) Vapor Transmission: SCHRP 244 - Minimum 100% transmitted #0217 CITY OF YAKIMA WATER REPELLENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07180 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Surface Appearance: Visual - No change in the surface appearance or texture Penetration: Visual- average - 3/32 " -1/4" 3 Freeze -Thaw Durability: ASTM C672 - Improves durability of non -air entrained concrete Drying time: Visual touch must be dry and ready for use 1 hour after application. Accelerated Weathering: ASTM G -23 2000 hours arc weatherometer - Maximum 3% Toss of 6 effectiveness Energy Conservation: ASTM C -519 - Minimum 27% improvement in thermal resistance Water Per meal e of Masonry: ASTM E514 - Minimum 88% i 9 Manufacturer: Subject to compliance with requirements, provide products of one of the following: 12 Aqua - Degusa BSM -40 Hydrozo Clar 40, Harris Specialty Chemicals, Inc. SureKlean Weather Seal SL40, ProSoCo, Inc. 15 Equal, with prior approval 16 PART 3 - EXECUTION PREPARATION: 21 Clean substrate of substances, which might interfere with penetration /adhesion of water repellents. Test for moisture content, in accordance with repellent Manufacturer's instructions, to ensure that 24 surface is sufficiently dry. Coordination with Sealants: Where feasible, delay application of water repellents until installation of 27 sealants has been completed in joints adjoining surfaces to be coated with repellent. Protect adjoining work, including sealant bond surfaces, from spillage or blow -over of water repellent. 30 Cover adjoining and nearby surfaces of aluminum and glass where there is possibility of water repellent being deposited on surfaces. Cover live plant materials with drop cloths. Clean water repellent from adjoining surfaces immediately after spillage. Comply with Manufacturer's 33 recommendations for cleaning. INSTALLATION: 36 Apply a heavy saturation spray coating of water repellent on surfaces indicated for treatment using low- pressure spray equipment. Comply with Manufacturer's instructions and recommendations, using 39 airless spraying procedure unless otherwise indicated. Apply a second saturation spray coating, repeating first application. Comply with Manufacturer's 42 instructions for limitations on drying time between coats and after rainstorm wetting of surfaces between coats. Consult Manufacturer's technical representative if printed recommendations are not applicable to project conditions. 45 END OF SECTION 07180 #0217 CITY OF YAKIMA BUILDING INSULATION KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07210 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Extent of insulation work is shown on drawings and indicated by provisions of this Section. 12 Applications of insulation specified in this Section include the following: Blanket thermal insulation at roof and ceiling joists over conditioned spaces as shown on 15 drawings. Rigid board foundation wall insulation Film vapor retarders 18 Sill seal insulation is included in Division 6 Section, Rough Carpentry. 21 QUALITY ASSURANCE: Thermal Resistivity: Where the thermal resistivity properties of insulation materials are designated by 24 R- values they represent the rate of heat flow through a homogeneous material exactly one inch (1 ") thick, unless indicated otherwise, measured by test method indicated. 27 Fire Performance Characteristics: Provide insulation materials which are identical to those whose fire performance characteristics, as listed for each material, have been determined by testing, per methods indicated below, by UL or other testing and inspecting agency acceptable to authorities 30 having jurisdiction. Surface Burning Characteristics: ASTM E 84. 33 Fire Resistance Ratings: ASTM E 119. Combustion Characteristics: ASTM E 136. 36 DELIVERY, STORAGE AND HANDLING: General Protection: Protect insulations from physical damage and from becoming wet, soiled or 39 covered with ice or snow. Comply with Manufacturer's recommendations for handling, storage and protection during installation. 42 Protection for Plastic Insulation: Do not expose to sunlight, except to extent necessary for period of installation and 45 concealment. Protect against ignition at all times. Do not deliver plastic insulating materials to project site 48 ahead of installation time. Complete installation and concealment of plastic materials as rapidly as possible in each area 51 of work. 54 57 #0217 CITY OF YAKIMA BUILDING INSULATION KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07210 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 2 - PRODUCTS 3 ACCEPTABLE MANUFACTURERS: Extruded Polystyrene Board Foundation and Floor Slab Insulation: 6 Dow Chemical U.S.A UC industries 9 Amofoam Equal with prior approval 12 Glass Fiber Insulation: CertainTeed Corp. 15 Manville Corp. Owens - Corning Fiberglas Corp. Equal with prior approval 18 INSULATING MATERIALS: 21 General: Provide insulating materials that comply with requirements indicated for materials, compliance with referenced standards and other characteristics. 24 Preformed Units: Sizes to fit applications indicated, selected from Manufacturer's standard widths and lengths. 27 Extruded Polystyrene Board Insulation: Rigid, cellular thermal insulation with closed -cells and integral high density skin, formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 578 for Type indicated; with five (5) year aged R- values per inch of 5.4 and 5 at 30 40 and 75 °. F (4.4° and 23.9° C), respectively; rind as follows: Type IV, 1.6 lb./cu. ft. min. density, at walls and Type VI, 40 lbs. per square inch minimum. 33 Thickness: One inch (1 ") thick board (minimum R -value of 5.4) for foundation perimeter insulation. Two inches (2 ") thick (minimum R -value of 10.8) for ceiling of elevator equipment room. 36 Faced and Unfaced Mineral Fiber Blanket/Batt Insulation: Thermal and acoustical insulation produced by combining glass fibers with thermosetting resins to comply with ASTM C 665 for Type I and Type 39 111, and as follows: Class A, Foil Scrim - Polyethylene vapor retarder membrane on one face. 42 Combustion Characteristics: Passes ASTM E 136 test Surface Burning Characteristics: Maximum flame spread and smoke developed values of 25 and 50, respectively. 45 AUXILIARY INSULATING MATERIALS: - 48 Low -Flame Spread Vapor Retarder: UL listed foil scrim kraft (FSK) reinforced membrane facing material with maximum perm rating of .02 and flame spread rating of 25 or less. 51 Adhesive for Bonding Insulation: Type recommended by insulation Manufacturer. Mechanical Anchors: Type and size recommended by insulation Manufacturer for type of application 54 and condition of substrate. 57 #0217 CITY OF YAKIMA BUILDING INSULATION KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07210 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 - EXECUTION 3 INSPECTION AND PREPARATION: Examine substrates and conditions under which insulation work is to be performed. Do not proceed 6 with installation of insulation until unsatisfactory conditions have been corrected. INSTALLATION, GENERAL: 9 Intent: Drawings do not show every insulation condition. Provide all thermal insulation work required to fully enclose all interior spaces to insulation thicknesses or overall insulation material R- values 12 indicated for each type of assembly or application. Likewise extend acoustical insulation to cover full extent of each acoustical wall and partition as required to achieve complete separation. 15 Extend insulation full thickness over entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 16 Apply a single layer of insulation of required thickness, unless otherwise shown or required to make up total thickness. 21 INSTALLATION OF PERIMETER INSULATION: Set units in adhesive applied in accordance with Manufacturer's instructions. Use type of adhesive 24 recommended by Manufacturer of insulation. Install around entire perimeter of new building exterior foundation walls (on interior face) and elsewhere as shown on drawings. Extend to at least 24 inches below adjacent finished exterior grade or to top of footing if footing is less than 24 inches below grade. 27 INSTALLATION OF GENERAL BUILDING INSULATION: 30 Apply insulation units to substrate as required to provide permanent placement and support of units. Support insulation with wire, plastic, vapor retarder or cardboard as required to prevent 33 sagging of material over time, which will result in gaps in insulation. Faced and Unfaced Thermal Wall and Ceiling Batts: Install by friction -fit method except as otherwise 36 required for support of units. Cut, cope and shape units as required at obstructions to provide most effective wall insulation envelope reasonably achievable. Install in all wood frame ceilings and roofs as required to form full closure over conditioned spaces. Place insulation into concealed corners and 39 similar areas while areas are still accessible, whether or not such placement requires special sequencing of the work. 42 Install insulation in all roof and ceiling areas at all new construction. Install insulation in full thickness of stud space with R -value minimum as shown. 45 Trusses - R30 - faced with vapor barrier applied to insulation. 48 Stuff loose glass fiber insulation into miscellaneous voids and cavity spaces where shown. Compact to approximately 40% of normal maximum volume (to a density of approximately 2.5 lbs. per cu. ft.). 51 INSTALLATION OF VAPOR RETARDERS: General: Apply to all exterior insulated walls and ceilings and roofs. Extend vapor retarder to 54 extremities of areas to be protected from vapor transmission. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those that have been stuffed with loose fiber - type insulation. 57 Install vapor retarders on interior (heated space) side of insulation. 60 Seal joints in vapor retarders over framing by lapping not less than two (2) ceiling framing members. #0217 CITY OF YAKIMA BUILDING INSULATION KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07210 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Fasten vapor retarders to framing at ceiling perimeters, at perimeters of openings and at lap joints; space fasteners 16" o.c. 3 Seal joints caused by pipes, conduits, electrical boxes and similar items penetrating vapor retarders with cloth or aluminized tape of type recommended by vapor retarder Manufacturer to create an air- 6 tight seal between penetrating objects and vapor retarder. Repair * d immediately before concealment by o thC k[ neuaii any tears or punctures l.. vapor retarders l„�,..�ula�e,,, ..�,..,., by other work. 9 Cover with tape or another layer of vapor retarder. PROTECTION: 12 General: Protect installed insulation and vapor retarders from harmful weather exposures and from possible physical abuses. 15 END OF SECTION 07210 #0217 CITY OF YAKIMA PREFORMED ROOFING AND SIDING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07410 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Extent of preformed metal roofing and siding system is as indicated on the drawings and as specified herein. Preformed roofing and siding is hereby defined to include roofing, fascias, siding and 12 associated flashings and accessories specified herein. Preformed metal roofing and siding specified in this Section is applied over plywood or 15 sheathing as indicated. Refer to Division 7, Flashing and Sheet Metal Section for Work that is associated with, and must be 18 coordinated with, Work of this Section. SUBMITTALS: 21 Product Data: Submit Manufacturer's product specifications, standard details, certified product test results, installation instructions and general recommendations as applicable to materials and finishes 24 for each component and for total system. Samples: Submit color chips and samples of actual materials for color verification. 27 Shop Drawings: Submit small -scale layouts of panels on roofs and large -scale details of edge conditions, joints, corners, custom profiles, supports, anchorages, trim, flashings, closures and special 30 details. Distinguish between factory and field assembly work. Metal Finish Warranty: Submit executed Manufacturer's 20 -year warranty on roofing materials finish 33 coating. QUALITY ASSURANCE: 36 Performance Test Standards: Provide preformed panel system which has been pre- tested and certified by Manufacturer indicating no measurable water penetration or air leakage when tested in 39 accordance with ASTM E331 and E283. 42 PART 2 - PRODUCTS DESIGN AND FABRICATION REQUIREMENTS: 45 Pre - finished metal roofing and siding assemblies shall be fabricated from Manufacturer's standard system components, providing all accessories and non - standard components and finishes as 48 necessary to comply with design and Specification requirements. Installed system shall result in a complete weathertight assembly including necessary flashings and 51 attachments to adjoining and supporting work. All exposed and visible surfaces, edges and ends shall be smooth and finished. 54 Provide metal or other acceptable closures at all exposed rib ends. Structural Requirements: Provide preformed panels, connections and accessories to result in 57 system and components designed to resist a wind uplift or "pull -off" Toad of 20 psf. #0217 CITY OF YAKIMA PREFORMED ROOFING AND SIDING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07410 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON The system shall be recommended by the Manufacturer for the indicated roof slopes and configurations of supporting materials and constructions. 3 All roof panels shall be provided in the full length of the roof slope to which they are applied. 6 Roof panel and wall fastening shall be concealed and shall be by means of clips attached to the structure. All other anchors and attachments shall be concealed to the fullest practicable extent. s Ridge Caps and Flashings: Fabricate from same pre - finished sheet as roof panels, minimum 24 gauge unless otherwise indicated. Refer to Section 07600 for additional requirements. 12 All exposed to view flashing shall match roofing. ACCEPTABLE MANUFACTURERS: 15 Manufacturer: Subject to compliance with requirements, provide one of the following or equal with nrinr annroval• 18 Walls: IMSA Building Products USA, Inc.; Design Span HP, 24 -gauge Roof: IMSA Building Products USA, Inc.; Design Span HP, 22 -gauge 21 Other Manufacturers approved if matching design: Metal Sales, Inc. - match design system Faberal - match design system 24 MATERIALS: 27 Steel for Pre - Finished Coating: ASTM 792 -83, grade 40, aluminum -zinc alloy "Galvalume" or "Zincalume" sheet steel coated by the hot -dip process, minimum 24 gauge. 30 Roofing Felt: No. 30 asphalt saturated roofing felt complying with ASTM D 226. Screws and Fasteners: Galvanized or stainless steel, corrosion resistant, types recommended by 33 roofing system Manufacturer for each condition. Exposed screws to match roof and wall color. Joint sealant for panel seams and elsewhere as required, as recommended by system Manufacturer. 36 METAL FINISHES: 39 General: Apply coatings either before or after forming and fabricating panels, as required by coating process and as required for maximum coating performance capability. Protect coating promptly after application and cure by application of strippable film or removable adhesive cover and retain until 42 installation has been completed. Color as selected from Manufacturers standard colors. Coating system for exposed side of pre- finished sheet metal shall be as follows: 45 Flouropolymer Coating: Full- strength 70% "Kynar 500" coating baked -on for 15 minutes at 450 degrees F., in a dry-film thickness of 1.0 mils, 30% reflective gloss (ASTM D 523), over 48 0.3 mil baked -on epoxy primer. Durability: Provide coating which has been field tested under normal range of 51 weathering conditions for minimum of 20 years without significant peel, blister, flake, chip, crack or check in finish and without chalking in excess of 8 (ASTM D 659) and without fading in excess of 5 NBS units. 54 Interior ( Conceaied) Surface Finish: 0.15 -mii epoxy primer paint coat and 0.35 hill backer. 57 Touch -Up Paint: Paint materials furnished by panel material finish fabricator; identical in color and chemical composition for each factory applied exposed finish if available and recommended by coating Manufacturer for this use. Application of touch -up paint not #0217 CITY OF YAKIMA PREFORMED ROOFING AND SIDING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07410 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON specifically recommended by coating Manufacturer or fabricator or which is visually perceivable will be cause for rejection of work to which it is applied. (Touch -up paint shall be 3 non - fading. No exception.) Finish Color: As selected by Architect from the Design Manufacturer's full range of twenty -four 6 Standard DuraTech 5000 and DuraTech colors. 9 PART 3 - EXECUTION INSTALLATION: 12 General: Comply with system Manufacturers' instructions and recommendations for installation, as applicable to project conditions and supporting substrates. Unless more stringent requirements are 15 indicated, comply with SMACNA "Architectural Sheet Metal Manual ". Anchor panels and other components of the work securely in place with provisions for thermal /structural movement. 18 Install all panels and components as required to be "inherently" weather /moisture resistant without relying on sealants as the primary means of resisting penetration by the elements. 21 Align ribs of wall and fascia panels with ribs of roofing panels above unless otherwise indicated. 24 Install panels and accessories with concealed fasteners. Use whatever means necessary in handling and installing materials to protect finishes and minimize damage. 27 Provide a closure at the exposed end of each seam and /or rib to neatly close any open gaps, as acceptable to Architect. 30 Coordinate work with adjoining and adjacent sheet metal work specified in Section 07620. Discard materials damaged by any cause. 33 Installation Tolerances: Shim and align panel units within installed tolerance of 1/4" in 20' -0" on level /plumb /slope and location /line as indicated, and within 1/8" offset of adjoining faces and of 36 alignment of matching profiles. Joint Sealers: Install gaskets, joint fillers and sealants where indicated and where required for 39 weatherproof performance of panel systems. Provide types of gaskets and sealants /fillers indicated or, if not otherwise indicated, types recommended by panel Manufacturer. 42 CLEANING AND PROTECTION: Damaged Units: Replace panels and other components of the work which have been damaged or 45 have deteriorated beyond successful repair by means of finish touch -up or similar minor repair procedures. 48 When approved by Architect, minor finish damage may be corrected using "touch -up" finish materials specified herein if available. 51 Cleaning: Remove temporary protective coverings and strippable films (if any) as each panel or component is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel Manufacturer and maintain in a clean condition during construction. 54 END OF SECTION 07410 #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions 6 and Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes single -ply membrane roofing systems. 12 Types of roofing systems specified in this Section utilizing single ply roofing membranes include the following: 15 Mechanically fastened systems for wood decks with protection membrane. Install new roofing over new wood decks 18 Roofing system is to adhere to roofing manufacturer's details. 21 Single -ply roofing membranes include the following: Ethylene Propylene (EP), Class B fire - rating required. 24 Walk way surfacing, rubberized walkway surfacing between and around mechanical units, as shown on roof plan drawing. 27 Protection membrane Surface: 4 oz. non woven geotextile fabric or 30 Ib. asphalt impregnated roofing felt. 30 SUBMITTALS: 33 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. (Submit complete shop drawings and details). 36 Product data, installation instructions, and general recommendations from Manufacturer of single ply membrane system for types of roofing required. Include data substantiating that materials 39 comply with requirements. Certifications: Roofing installers shall submit letter of certification from the roofing Manufacturer 42 indicating that the company is an approved installer of single -ply sheet roofing, indicate date certification received and date(s) of most recent roofs installed. 45 Samples of finished roofing system, including T- shaped side /end -lap seam. Also include the following: 48 Metal Fasteners Walking Surface Sealant 51 Geotextile or roofing felt Shop drawings showing roof configuration, tapered insulation, sheet layout, seam locations, colors 54 (as applicable), details at perimeter, penetrations, wall penetrations, curbs, and special project rnnrlitinnc 57 #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Pre - roofing Conference records. 3 Test data for pullout resistance of fastening systems. QUALITY ASSURANCE: 6 Manufacturer: Obtain primary flexible sheet roofing from a single Manufacturer. Provide secondary materials as recommended by Manufacturer of primary materials. 9 Installer: Engage an experienced Installer to apply single ply membrane roofing who has specialized in application of Ethylene Propylene roofing as required for this project. Installer must 12 be approved, certified and licensed by Manufacturer of primary roofing material. (No exceptions.) Work associated with single ply membrane roofing, including (but not limited to) 15 insulation, flashing and counterflashing, expansion joints, and joint sealers, is to be performed by Installer of this work. 18 Pre - Roofing Conference: One week prior to installation of roofing and associated work, meet at project site, or other mutually agreed location, with Installer, roofing sheet Manufacturer, installers of related work, and other entities concerned with roofing performance, including Owner and 21 Architect. Record discussions and agreements and furnish copy to each participant. Provide at least 96 hours' advance notice to participants prior to convening pre- roofing conference. Conduct conference at project site to comply with requirements of Division 1, Section 01200, Project 24 Meetings. UL Listing: Provide labeled materials that have been tested and listed by UL in "Building Materials 27 Directory" or by other nationally recognized testing laboratory for application indicated, with "Class A" rated materials /system for roof slopes shown, for creating a class "B" assembly. 30 PROJECT CONDITIONS: Weather: Proceed with roofing work when existing and forecasted weather conditions permit 33 work to be performed in accordance with Manufacturers' recommendations and warranty requirements. 36 Substrate Conditions: Do not begin roofing installation until substrates have been inspected, all below- roof -deck electrical conduit has been located, and are determined to be in satisfactory condition, and ready for work to proceed. 39 The Contractor is responsible to repair all electrical conduit and wiring damaged by installation of the roofing /insulation assembly. 42 Temporary Roofing: When adverse conditions prevent permanent roofing and associated work from being installed in accordance with requirements, and it is determined by the contractor that 45 roofing cannot be delayed because of need for job progress or protection of other work. Proceed with installation of temporary roofing. Remove temporary roofing prior to proceeding with permanent roofing work. 48 DELIVERY, STORAGE AND HANDLING: 51 All materials provided by the roofing Manufacturer shall be delivered with appropriate packaging labels indicating appropriate warnings, storage conditions, lot numbers and usage instructions. 54 Materials shall be stored in its original packaging and conditions shall be maintained in accordance with the Manufacturers recommendations. Roofing unpackaged and left exposed to the sunlight for more than 24 hours may not be included in the work and shall be immediately 57 removed from project site. #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON WARRANTY: 3 Manufacturer's Guarantee: Submit executed copy of single ply membrane roofing, Manufacturer's standard, no dollar limit Workmanship and materials Guarantee agreement including flashing 6 endorsement, signed by an authorized representative of the roofing Manufacturer, on form which was published with product literature as of date of contract documents for a period of 15 (fifteen) years from the date of final acceptance by the Architect. (Warranty through a holding company is 9 not acceptable) Contractor's Workmanship Warranty: Warrant that the roofing system is installed in accordance 12 with the Manufacturer's recommendation and will be free from defective workmanship and will remain water tight and weatherproof with normal usage for a period of 2 (two) years following the date of project final acceptance. This warranty includes all flashing, counter flashing, copings, 15 penetrations, etc. associated with the membrane roofing system. Incnoctinn• At the end of one year general contract warranty period the Manufacturer and 16 Contractor are required to attend a meeting at the job site to review any deficiencies in the work. 21 PART 2 - PRODUCTS GENERAL: 24 All materials shall be furnished, specified or approved in writing by the roofing Manufacturer. Samples of all materials used on the project that are not supplied by the roofing Manufacturer 27 shall be furnished to the roofing Manufacturer for written approval prior to the start of work. Compatibility: Provide products that are recommended by Manufacturers to be fully compatible 30 with indicated substrates, or provide separation materials as required to eliminate contact between incompatible materials. 33 Membrane Roofing System: Roofing Deck Membrane Flashing Base 36 Base Ply- Single Ply Geotextile fabric or roofing felt Membrane Flashing Roof Walkway Surface Termination Bars 39 Single -Ply Accessories 42 ETHYLENE PROPYLENE (EP) MEMBRANE: General: Ethylene Propylene synthetic rubber as produced by E.I. Du Pont de Nemours & Co., 45 formed into uniform flexible sheets, complying with the following: Breaking Strength (ASTM 751 = 225 ibf): 1000 psi. 48 Ultimate Elongation (ASTM D 412): 500 percent. 51 Brittleness Temperature (ASTM 2137): Minus 49 degrees F. (minus 45 degrees C.). Resistance to Heat Aging (ASTM D 573): Black membrane, break @ 225 lbf.; 212 54 degrees F. (100 degrees C.) Thickness: 45 miis, nominal. 57 Reinforcing Scrim: Polyester. #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Exposed Face Color: White. 3 Mechanically Fastened (EP) Membrane: Manufacturer's standard installation. Manufacturers: Subject to compliance with requirements, provide products of one of the 6 following: J.P.S. Elastomerics Corp. 9 (No re- branded membrane or Manufacturers will be considered.) Equal with prior approval. 12 AUXILIARY MATERIALS: Flashing: Flashing shall be same membrane as used for general roofing. Unreinforced .055 in. 15 thick, uncured, white (EP) shall be supplied for field- fabricated vent stacks, pipes, and corners. Bonding Adhesive: Roofing Manufacturer's adhesive shall be provided to hold flashings in place. 18 Not to be used in the seams. Perimeter Half Sheets: For buildings less than 70 ft high in wind zones, not exceeding 90 mph, 21 two (2) shall be installed at all exterior roof perimeters that are not bordered by a parapet wall or an adjoining building a minimum of 24 in. higher than roof level. Execution special condition fastening Specifications. 24 Roofing Manufacturer's All- Purpose Sealant: Provided to serve as water cut -off mastic, pitch -box sealer, and as a caulk to seal Hypalon membrane to metal. 27 Seam Caulk: Roofing Manufacturer's seam caulk shall be provided for the purpose of sealing any cut edge of reinforced membrane. 30 Overnight Seal: Tie -offs that are effective in preventing moisture penetration under newly installed Hypalon roofing shall be made at the end of each work day, and when weather threatens. 33 Caulks: Only roofing Manufacturer's All-Purpose Sealant is authorized for miscellaneous caulking applications that are in contact with Hypalon roofing system components or are intended to seal a 36 penetration through the membrane system. Mechanical Fasteners for Membrane shall be approved in writing by the roofing Manufacturer. 39 Plates are 2 inches in diameter of 22 -gauge metal. Coated screws range from 1 -5/8 inches to 12 inches long. Plastic fasteners with integral plates range from 3 inches to 5 -1/2 inches long. 42 Roof Walkway Pads: Provide self draining rubber walkway pads 3/8 inches thick. Adhered to the membrane with Ethylene Propylene bonding adhesive. 45 Rubber Mechanical Unit Pad: Provide a 4' -0" x 4' -0" x 1" thick rubber utility mat to be place below the mechanical condensate unit. 48 Surface Burning Characteristics: Maximum flame spread and smoke developed values of 5 and 165, respectively. 51 Termination Bar: Manufactures metal termination bar fastened at 6" o.c. Separation sheet: 4 oz. non -woven geotextile fabric as manufacture by Marifi or Ling industries or 54 30 lb roofing felt. 57 #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 0730 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 - EXECUTION 3 PREPARATION OF SUBSTRATE: General: Comply with Manufacturers' instructions for preparation of substrate to receive single ply 6 membrane system. Verify that penetrations and blocking are in placed and secured and that roof drains are 9 properly clamped into position. Review the wood deck for sharp objects and remove prior to installation. 12 Contract Documents: Contractor will keep at least one complete copy of Drawings, Specifications, and Manufacturer's standard Specifications at the job site. 15 Clean substrate of dust, debris, and other substances detrimental to roofing system work. Remove sharp projections. 18 Remove and re- install or provide new flashings and accessory items parapet wails, and as recommended by Manufacturer. 21 Refer to approved shop drawings for clarification. 24 Install geotextile or 30 lb asphalt roofing felt over the wood deck. Review the requirements of the manufacturer. 27 Prevent compounds from entering and clogging drains and conductors and from spilling or migrating onto surfaces of other work. 30 MEMBRANE INSTALLATION: 33 General: Start installation only in presence of Manufacturer's technical representative. Ethylene Propylene perimeter sheets are then laid out in approved pattern as shown in 36 Manufacturer's Standard Details or specific details as shown on Architect's drawing. Roofing Manufacturer's approved mechanical fasteners with plates are installed through perimeter 39 sheets, and into roof deck. Penetrations into decks are as follows: Metal 1/2" minimum penetration. Avoid setting anchors where electrical conduits have 42 been marked. Field Sheets: Ethylene Propylene membrane shall be unrolled in an area to be covered. 45 Approved mechanical fasteners and plates are installed 12" o.c. along the leading edge of the membrane, through the protection board, and into the roof deck. Penetrations into decks are as follows: 48 Wood 1" minimum penetration 51 Adjoining rolls of Ethylene Propylene membrane shall overlap the fastened edge of the installed membrane by 4 -1/2" 54 Lap splices: Membrane shall be overlapped 4 -1/2" as marked on top side of membrane and welded. 57 #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Seaming to be accomplished by use of an automatic hot air welder. Hand held welders are to be used only for small work or making repairs. 3 Upon completion of hot air welded laps, the membrane must be allowed to cool. The entire lap must be inspected and the necessary repairs of fishmouths made. Cut end laps 6 will be caulked by applying Manufacturer's standard seam caulk from a squeeze bottle. Seams are to be caulked at the end of each day's work. 9 Welding of Soiled Membrane: Prior to welding membrane remove all dirt, debris and adhesives from the area of seam to 12 be welded. Position the membrane that is to be welded to the cured membrane in its place. 15 Weld the two sheets of membrane together as you would two clean sheets. 18 Cut out and repair membrane defects at end of each day's work. All membrane laid and exposed must be welded and secured prior to the end of each work day. 21 Membrane unpackaged, but not used, shall be repackaged and properly stored for further use. Unprotected membrane may not be included in the work. 24 FLASHING AND SCUPPER WORK: Secure the perimeter to the structure with mechanical fastening devices approved by the 27 membrane Manufacturer. Non - Nailer Fastened: Membrane shall be mechanically fastened 12" o.c. through approved disk 30 into deck. Fastening shall occur at parapet wall and curbs. Flashing: Perimeter, curb, scuppers, vents, expansion joints, drains, and other details shall be 33 flashed as shown in roofing Manufacturer's detail drawings or as detailed by Architect. Apply roofing Manufacturer's bonding adhesive to both underside of flashing and surface 36 to which it is to be bonded, at a rate of approximately one (1) gallon per 60 square feet of surface coverage. NOTE: Bonding adhesive shall not be applied to that portion of the flashing that overlaps onto itself. Hot air welding shall be used anywhere throughout the 39 system where Hypalon membrane overlaps itself in the field of the roof. Install new membrane counter flashing up and over vertical walls. Refer to manufactures 42 standard details. Roofing Manufacturer bonding adhesive shall be allowed to dry to finger touch where it 45 does not string or stick to a dry finger. Existing parapet flashing: Remove, reset and re -seal joints after installing new roofing. 48 Roll the flashing into the dry adhesive. Care must be taken to assure that the flashing does not bridge where there is any change of direction. 51 New parapet flashing: Install new pre- finished metal parapet flashing as detailed on drawings and as specified in Section 07620. 54 Flashing shall be mechanically fastened at the flashing faces as detailed by the manufacture standard details. 57 #0217 CITY OF YAKIMA SINGLE PLY MEMBRANE ROOFING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07530 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON New through the wall overflow scuppers: Provide and install non - reinforced membrane boots, fully adhered and sealed to the existing flashing metal as detail in the 3 manufacturer's standard illustrated details. Pipe vent flashing shall be made in accordance with manufactures standard illustrated 6 details or as shown on Drawings. install roof drains in accordance with manufacturer's standard illustrated details. 9 Water Stop: 12 Overnight Seal shall be made by pourable sealer, provided by or approved in writing by approved Manufacturer, to protect the deck from inclement weather at the end of day's work. 15 WALKWAY PROTECTION 18 Install rubber walkway around the mechanical equipment. Place protection pads carefully to avoid damage to membrane, laying over an additional layer of roof membrane material, loosely applied, for additional protection. 21 Follow roofing Manufacturer guidelines for cleaning roof membrane and gluing walkway surface. 24 The walking pad should be at least 30" square. 27 INSPECTION: An inspection shall be made by a representative of the approved Manufacturer of the completed 30 project to insure that said project was installed in accordance with approved Manufacturer's Specifications and illustrated details. Upon approval of the project, a warranty shall be written. 33 Repair and Replace: The contractor shall repair or replace (as required) deteriorated or defective work at the time found. Installer shall repair damages to roofing and electrical conduit which occurred subsequent to roofing installation and prior to final inspection. Repair or replace the 36 roofing and associated work to a condition free of damage and deterioration at time of substantial completion. 39 CLEAN -UP: Remove excess material and debris from work area. Remove all fasteners, screws, membrane 42 and insulation fragments from the roof area and dispose of off site. Leave work areas in clean condition. 45 f� C ^ END Jr SECTION 0,7530 #0217 CITY OF YAKIMA FLASHING AND SHEET METAL KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07620 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of each type of flashing and sheet metal work is indicated on drawings and by provisions of this Section. 12 Types of work specified in this Section include interior and exterior flashing as noted: 15 Miscellaneous sheet metal flashings, roof scuppers, accessories, reglets and similar work not specified as work of other Sections. 18 Sealants: Refer to Section 07901. QUALITY ASSURANCE: 21 Shop Fabrication: Fabricate items in the shop to the greatest extent possible to minimize field forming and fabrication. 24 Employ installers who are experienced and skilled in installation of each type of product or assembly. 27 Pre- Installation Conference: Prior to installation of metal siding and associated work, meet at project site, or other mutually agreed location, with installer, installer of related work, and other entities concerned with siding performance, including Owner and Architect. Record discussions and 30 agreements and furnish copy to each participant. Provide at least 72 hours advance notice to participants prior to convening pre- roofing conference. Conduct conference at project site to comply with requirements of Division 1 Section 01200, Project Meetings. 33 SUBMITTALS: 36 Fasteners: Submit sample of each type of fastener proposed. Colors: Submit samples of prefinished sheet metal colors for Architect's color selection. 39 Samples: Submit samples of prefinished sheet metal cap flashings, fascia flashings, reglets, counter flashings and other formed metal surfaces. 42 Shop Drawings: Provide shop drawings for all items required for sample submittals. 45 JOB CONDITIONS: 48 Coordinate work of this Section with interfacing and adjoining work for proper sequencing of each installation. Ensure best possible weather resistance and durability of the work and protection of materials and finishes. 51 DEFINITIONS: 54 Exposed Sheet Metal Work: For purposes of this Section "Exposed Sheet Metal Work" or "Exposed Work" shall mean all parts of any sheet metal fabrication, any portion of which can be seen from a vantage point of between 2' -0" and 10 " -0" above finished grade anywhere within the boundaries of the 57 project site (inside or outside of building facilities). #0217 CITY OF YAKIMA FLASHING AND SHEET METAL KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07620 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 2 - PRODUCTS 3 FLASHING AND SHEET METAL MATERIALS: Exposed sheet metal work, unless otherwise indicated, shall be fabricated of factory prefinished 6 material stock as follows: (water nozzle guards will be galvanized) Base Material: Zinc- Coated Steel - Commercial quality with 0.20% copper, ASTM A 525 9 except ASTM A 527 for lock- forming, G90 hot -dip galvanized, mill phosphatized. Thickness as indicated, or if not indicated, minimum 24 gage. 12 Factory Applied Fluoropolymer Coating: Full-strength 70% "Kynar 500" coating baked -on for 15 minutes at 450° F (232° C), in a dry film thickness of 1.0 mils, 30% reflective gloss (ASTM . 523), "ver 0.3 mil hakorl -nn =pn / primar. 15 Application /Colors: Apply coatings either before or after forming and fabricating panels, as J and J 1..:1 i�.ility. required by coating process and as required for or maximum coating performance capability. 18 Provide colors selected from Manufacturer's standards. Non - Exposed Sheet Metal Work: Provide either materials specified for exposed work or zinc - coated 21 steel, commercial quality with 0.20% copper, ASTM A 525, except ASTM A 527 for lock- forming, G90 hot -dip galvanized, thicknesses as indicated. or if not indicated, minimum 24 gage. 24 MISCELLANEOUS MATERIALS AND ACCESSORIES: Solder: For use with steel or copper, provide 50 -50 tin /lead solder (ASTM B 32), with rosin flux. 27 Fasteners: Same metal as flashing /sheet metal or other noncorrosive metal as recommended by sheet Manufacturer. Match finish of exposed heads with material being fastened. 30 Elastomeric Sealant: Generic type recommended by Manufacturer of metal and fabricator of components being sealed; comply with FS TT -S -0027, TT -S- 00230, or TT -S- 001543. 33 Metal Accessories: Provide sheet metal clips, straps, anchoring devices and similar accessory units as required for installation of work, matching or compatible with material being installed, noncorrosive, 36 size and gage required for performance. 39 PART 3 - EXECUTION INSTALLATION REQUIREMENTS: 42 General: Except as otherwise indicated, comply with Manufacturer's installation instructions and recommendations and with SMACNA "Architectural Sheet Metal Manual." Anchor units of work 45 securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. 48 Bed flanges of work in a thick coat of roofing Manufacturer's approved sealant roofing where required for waterproof performance. • 51 Hemmed Edge: Hem all exposed edges of sheet metal. (Metal unhemmed must be removed and replaced.) 54 Coordinate with other trades abutting sheet metal work. Align work to result in configurations indicated. 57 Counter and Wall Flashing: Provide in configurations not provided in Section 07410 as detailed on Architectural Drawings. Set all lap splices in bed of sealant. #0217 CITY OF YAKIMA FLASHING AND SHEET METAL KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07620 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Miscellaneous Flashing and Accessories: Provide in configurations as detailed on Construction s Drawings, including items not shown, but required, by standard industries to make the work water -tight and complete. 6 CLEANING AND PROTECTION: Clean exposed metal surfaces, removing substances that might cause corrosion of metal or 9 deterioration of finishes. Protection: Advise Contractor of required procedures for surveillance and protection of flashings and 12 sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of Substantial Completion. 15 END OF SECTION 07620 #0217 CITY OF YAKIMA JOINT SEALERS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07901 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Extent of joint sealers is indicated on drawings and as specified herein. 12 This Section includes requirements for sealant work not indicated as Work of other Sections and • establishes minimum standards for sealant work whether indicated as Work of this or other Sections. 15 Sealers and applications specified herein are not intended to function as water -tight constructions or as remedial solutions to water or moisture related problems experienced during or after completion, but are to be provided in accordance with good commercial quality 18 construction Standards and as otherwise indicated tel minimize weather penetration, infiltration and for aesthetic purposes. 21 Configuration and nature of construction materials specified in other Sections is intended to provide primary weather /water resistance protection. Obtain Architect's approval prior to employment of sealants and accessories as primary waterproofing /weatherproofing elements. 24 QUALITY ASSURANCE: 27 Single Source Responsibility for Joint Sealer Materials: Obtain joint sealer materials from a single Manufacturer for each different type of product required. 30 Field- Constructed Mock -Ups: Prior to installation of joint sealants, apply sealants as specified to verify selections made under sample submittals and to demonstrate aesthetic effects as well as qualities of materials and execution. 33 DELIVERY, STORAGE AND HANDLING: 36 Deliver materials to project site in original unopened containers or bundles with labels informing about Manufacturer, product name and designation, color, expiration period for use, pot life, curing time and mixing instructions for multi- component materials. 39 Store and handle materials in compliance with Manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants or other causes. 42 PROJECT CONDITIONS: 45 Environmental Conditions: Do not proceed with installation of joint sealers under the following conditions: 48 When ambient and substrate temperature conditions are outside the limits permitted by joint sealer Manufacturers. 51 When joint substrates are wet due to rain, frost, condensation or other causes. 54 PART 2 - PRODUCTS MATERIALS, GENERAL: 57 Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by #0217 CITY OF YAKIMA JOINT SEALERS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07901 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON sealant Manufacturer based on testing and field experience. 3 Colors: Provide color of exposed joint sealer as selected by Architect from Manufacturer's standard colors. 6 Multi -Part Polyurethane Sealant: Type M, Grade NS, Class 25 and complying with the following requirements for uses and additional joint movement capability: 9 Uses NT, M, G, A and, as applicable to joint substrates indicated, O. Products: Subject to compliance with requirements, provide one of the following: 12 Multi -Part Polyurethane Sealant: 15 "Dynatrol II ", Pecoria Corp. "RC -2 Rubber Calk 280 ", Products Research and Chemical Corp. "QSC- 201 ", Quaker Sealants and Coatings Co. 18 "NP -2 ", Sonneborn /Rexnord Chemical Products, Inc. "Dymeric ", Tremco Construction Division 21 General Purpose Latex - Silicone Sealant: Manufacturer's standard one part, non -sag, mildew - resistant, silicone - emulsion sealant complying with ASTM C 834 and ASTM C 920, paintable. 24 Manufacturers: Tremco, Sashco, Dap or approved. Acoustical Sealant for Concealed Joints: Manufacturer's standard, non - drying, non - hardening, non - 27 skinning, non - staining, gunnable, synthetic rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. 30 Products: Subject to compliance with requirements, provide one of the following: BA -98, Pecora Corp. 33 Tremco Acoustical Sealant, Tremco, Inc. Henry's Acoustical Calk 36 One -Part Fire - Stopping Sealant: One part elastomeric sealant formulated for use as part of a through - penetration fire -stop system for sealing openings around cables, conduit, pipes and similar penetrations through walls, floors and ceilings. 39 Products: Subject to compliance with requirements, provide one of the following, or approved. 42 "Dow Corning Fire Stop Sealant "; Dow Corning Corp. "3M Fire Barrier Caulk CP -25 "; Electrical Products 45 Foamed -In -Place Fire - Stopping Sealant: Two -part, foamed -in- place, silicone sealant formulated for use as part of a through - penetration fire -stop system for filling openings around cables, conduit, pipes 48 and similar penetrations through walls, floors and ceilings. Products: Subject to compliance with requirements, provide one of the following, or 51 approved: "Dow Corning Fire Stop Foam "; Dow Corning Corp. 54 "Pensil 851"; General Electric Co. Two Component Structural Epoxy: Two component 100% solids, moisture - insensitive, high modulus, 57 high strength, structural epoxy, meeting ASTM C 881 and AASH M 235. Foamed -In -Place Air - Infiltration Sealant: Two part urethane foam which will reach 60% of full strength #0217 CITY OF YAKIMA JOINT SEALERS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07901 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON in 8 -10 minutes for filling voids around doors, windows, mechanical ducts, electrical conduits, and other openings that would allow air - infiltration into habitable spaces. 3 Products: subject to compliance with requirements: 6 PR -4510, Products Research and Chemical Corporation Equal with prior approval. s JOINT SEALANT BACKING: General: Provide sealant backings of material and type which are non - staining; are compatible with 12 joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant Manufacturer based on field experience and laboratory testing. 15 Accessory Materials for Fire - Stopping Sealants: Provide forming, joint fillers, packing and other accessory materials required for installation of fire - stopping sealants as recommended by Manufacturer f e installation condition. 18 PART 3 - EXECUTION 21 EXAMINATION: 24 Examine joints indicated to receive joint sealers, with installer present, for compliance with requirements for joint configuration, installation tolerances and other conditions affecting joint sealer performance. Do not proceed with installation of joint sealers until unsatisfactory conditions have 27 been corrected. PREPARATION: 30 Surface Cleaning of Joints: Clean out joints immediately before installing joint sealers to comply with recommendations of joint sealer Manufacturers. 33 Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer Manufacturer based on pre - construction joint sealer - substrate tests or prior experience. Apply primer 36 to comply with joint sealer Manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not allow spillage or migration onto adjoining surfaces. 39 Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces which otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without 42 disturbing joint seal. INSTALLATION OF JOINT SEALERS: 45 General: Comply with joint sealer Manufacturers' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. 48 Locations for Use: Except as otherwise indicated, install each type of sealant as indicated in schedule at the end of this Section. Provide sealant systems at all locations where sealants are customarily 51 used in building construction whether or not specifically shown. Installation of Sealant Backings: Install sealant backings to comply with the following requirements: 54 install joint - fillers of type indicated to provide support of sealants during appiication and at position required to produce the cross - sectional shapes and depths of installed sealants 57 relative to joint widths that allow optimum sealant movement capability. #0217 CITY OF YAKIMA JOINT SEALERS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07901 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration and 3 providing uniform, cross - sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. 6 Tooling of Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces 9 adjacent to joint. Do not use tooling agents that discolor sealants or adjacent surfaces or are not • approved by sealant Manufacturer. 12 CLEANING: Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and 15 with cleaning materials approved by Manufacturers of joint sealers and of products in which joints occur. 18 PROTECTION: Protect joint sealers during and after curing period from contact with contaminating substances or 21 from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and re- 24 seal joints with new materials to produce joint sealer installations with repaired areas indistinguishable from original work. 27 JOINT SEALANT SCHEDULE: Joint Sealers Locations for Use 30 Multi -part Polyurethane sealant Exterior and interior joints in vertical surfaces of concrete and masonry, between metal and metal, 33 metal and masonry, plaster (stucco) and at perimeters of metal frames (interior and exterior sides) installed in masonry walls. 36 Latex silicone sealant (At interior installations only) Interior joints in field painted vertical and overhead 39 surfaces, at perimeter of hollow metal frames and gypsum drywall partitions, and at all other interior locations not indicated otherwise. 42 Acoustical sealant Interior concealed joints at floor and ceiling and intersections and penetrations of all walls indicated 45 as acoustical walls or required to have acoustical insulation. #0217 CITY OF YAKIMA JOINT SEALERS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07901 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Joint Sealers Locations for Use 3 One -part fire - stopping sealant Through penetrations in fire - resistance rated floor, wall and ceiling assemblies involving single pipes, s conduits, etc., where joints are narrow and of uniform widths, whether or not specifically shown, as required to maintain integrity of fire resistant 9 assembly. Foamed -in -place fire - stopping sealant Through penetrations in fire - resistance rated floor, 12 wall and ceiling assemblies including multiple pipes, conduits, etc., whether or not specifically shown, as required to maintain integrity of fire rated assembly. 15 Foamed -in -place air - infiltration sealant Through penetrations in floor, walls, door frames, window frames, and ceiling assemblies including 18 around all pipe penetrations, whether or not specifically shown as required to maintain integrity of air barrier as required by the Washington State 21 Energy Code. • 24 END OF SECTION 07901 . • #0217 CITY OF YAKIMA PAVING JOINT SEALANTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07905 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes joint sealants for the following: 12 Expansion and contraction joints within portland cement concrete paving. Joints between portland cement concrete paving and asphalt paving. 15 Joints between new asphalt paving and dissimilar surfaces. 18 Related Sections: The following Sections contain requirements that relate to this Section: Division 2 Section, Portland Cement Concrete Paving, for construction of joints in concrete 21 paving. Division 2 Section, Hot -Mixed Asphalt Paving, for construction of joints between asphalt 24 paving and concrete paving. Division 7 Section, Joint Sealants, for sealing nontraffic and traffic joints in locations not 27 specified in this Section. SUBMITTALS: 30 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 33 Product data from Manufacturers for each joint sealant product required. 36 Certification by joint sealant Manufacturer that sealants plus the primers and cleaners required for sealant installation complies with local regulations controlling use of volatile organic compounds. 39 Samples for verification purposes of each type and color of joint sealant required. Install joint sealant samples in 1/2- inch -wide joints formed between two 6- inch -long strips of material matching the 42 appearance of exposed surfaces adjacent to joint sealants. QUALITY ASSURANCE: 45 Installer Qualifications: Engage an experienced Installer who has completed joint sealant applications similar in material, design, and extent to that indicated for Project that have resulted in construction 48 with a record of successful in- service performance. DELIVERY, STORAGE, AND HANDLING: 51 Deliver materials to Project site in original unopened containers or bundles with labels indicating Manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and 54 mixing instructions for multicomponent materials. #0217 CITY OF YAKIMA PAVING JOINT SEALANTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07905 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Store and handle materials in compliance with Manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 3 PROJECT CONDITIONS: 6 Environmental Conditions: Do not proceed with installation of joint sealants under the following conditions: 9 When ambient and substrate temperature conditions are outside the limits permitted by joint sealant Manufacturer. 12 When ambient and substrate temperature conditions are outside the limits permitted by joint sealant Manufacturer or below 40 degrees F. (4.4 degrees C.). 15 When joint substrates are wet. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widths are Tess 18 than allowed by joint sealant Manufacturer for application indicated. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants 21 capable of interfering with their adhesion are removed from joint substrates. 24 PART 2 - PRODUCTS MATERIALS, GENERAL: 27 Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by 30 sealant Manufacturer based on testing and field experience. COLD - APPLIED JOINT SEALANTS: 33 Silicone Sealant for Concrete and Asphalt: One -part, low- modulus, neutral -cure silicone sealant complying with ASTM C 920, Type S, Grade P, Class 25, and Uses T, M, and as applicable to joints 36 with concrete and asphalt substrates, 0 and with the following requirements: Additional capability, when tested for adhesion and cohesion under maximum cyclic 39 movement per ASTM C 719, to withstand the following percentage changes in joint width as measured at time of application and remain in compliance with other requirements of ASTM C 920 for Uses indicated: • 42 100 percent movement in extension and 50 percent movement in compression for a total of 150 percent movement. 45 Available Products: Subject to compliance with requirements, cold- applied joint sealants that may be incorporated in the Work include, but are not limited to, the following: 48 Products: Subject to compliance with requirements, provide one of the following: 51 Silicone Sealant for Concrete and Asphalt: "Dow Corning 89u -SL ", Dow Corning Corp. 54 "Sonoborn NP1 ", Sonoborn Co. #0217 CITY OF YAKIMA PAVING JOINT SEALANTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07905 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON JOINT FILLERS FOR CONCRETE PAVING: 3 General: Provide joint fillers of thicknesses and widths indicated. Bituminous Fiber Joint Filler: Preformed strips of composition below, complying with ASTM D 1751: 6 Asphalt saturated fiberboard. 9 JOINT SEALANT BACKING: General: Provide sealant backings of material and type that are nonstaining; are compatible with joint 12 substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant Manufacturer based on field experience and laboratory testing. 15 Backer Rods for Cold- Applied Sealants: Preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible, plastic foam of material indicated below and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance: 18 MISCELLANEOUS MATERIALS: 21 Primer: Material recommended by joint sealant Manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint sealant- substrate tests and field tests. 24 PART 3 - EXECUTION 27 EXAMINATION: 30 Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation of joint sealants until unsatisfactory conditions have 33 been corrected. PREPARATION: 36 Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealant Manufacturer. 39 Joint Priming: Prime joint substrates where indicated or where recommended by joint sealant Manufacturer based on preconstruction joint sealant- substrate tests or prior experience. Apply primer 42 to comply with joint sealant Manufacturer's recommendations. Confine primers to areas of joint sealant bond; do not allow spillage or migration onto adjoining surfaces. 45 INSTALLATION OF JOINT SEALANTS: 48 General: Comply with joint sealant Manufacturer's printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. 51 Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C 962 for use of joint sealants as applicable to materials, applications, and conditions indicated. 54 Installation of Sealant Backings: Install sealant backings to comply with the following requirements: #0217 CITY OF YAKIMA PAVING JOINT SEALANTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 07905 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Install joint fillers of type indicated to provide support of sealants during application and at position required to produce the cross- sectional shapes and depths of installed sealants 3 relative to joint widths that allow optimum sealant movement capability. Do not leave gaps between ends of joint fillers, 6 Do not stretch, twist, puncture, or tear joint fillers, 9 Remove absorbent joint fillers that have become wet prior to sealant application and replace with dry material. 12 Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross - sectional shapes and depths relative to joint widths that allow optimum 15 sealant movement capability. install sealants at the same time sealant backings are installed. Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning or curing 18 begins, tool sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents that discolor sealants or adjacent surfaces 21 or are not approved by sealant Manufacturer. Provide joint configuration to comply with recommendations of sealant Manufacturer unless otherwise 24 indicated. CLEANING: 27 Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by Manufacturers of joint sealants and of products in which joints 30 occur. PROTECTION: 33 Protect joint sealants during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without 36 deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so that installations with repaired areas are indistinguishable from original work. 39 END OF SECTION 07905 #0217 DIVISION 8 - DOORS AND WINDOWS CITY OF YAKIMA STEEL DOORS AND FRAMES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 SECTION 08110 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Extent of standard and custom steel doors is indicated on drawings and scheduled. 12 Finish hardware is specified elsewhere in Division 8. QUALITY ASSURANCE: 15 Provide doors and frames complying with referenced portions of Hollow Metal Manufacturer's Association, Division of National Association of Architectural Metal Manufacturers (HMMA/NAAMM) 18 Standard 861 -87, "Guide Specification for Commercial Hollow Metal Doors and Frames ". SUBMITTALS: 21 Product Data: Submit Manufacturer's technical product data substantiating that products comply with requirements. 24 Shop Drawings: Submit for fabrication and installation of steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, 27 location and installation requirements of finish hardware and reinforcements and details of joints and connections. Show anchorage and accessory items. 30 Provide schedule of doors and frames using same reference numbers for details and openings as those on contract drawings. 33 DELIVERY, STORAGE AND HANDLING: Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. 36 Inspect metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to Architect; otherwise, remove and 39 replace damaged items as directed. Store doors and frames at building site under cover. Place units on minimum four -inch high wood 42 blocking. Avoid use of non - vented plastic or canvas shelters that could create humidity chamber. If cardboard wrapper on door becomes wet, remove carton immediately. 45 PART 2 - PRODUCTS 48 ACCEPTABLE MANUFACTURERS: Manufacturer: Subject to compliance with requirements, provide steel doors and frames by one of the 51 following, or equal with prior approval: Steel Doors and Frames: 54 Curries Company Flemming Industries 57 CECO Corporation Amweld /Div. American Welding & Mfg. Co. #0217 CITY OF YAKIMA STEEL DOORS AND FRAMES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 SECTION 08110 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Steel Craft Manufacturing Company. Equal with prior approval 3 MATERIALS: 6 Cold - Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. 9 Supports and Anchors: Fabricate of not Tess than 18 gauge galvanized sheet steel. Inserts, Bolts and Fasteners: Hot -dip galvanized units, complying with ASTM A 153, Class C or D as 12 applicable. Shop Applied Primer: Rust - inhibitive enamel or paint, either air -drying or baking, suitable as a base 15 for specified finish paints. FABRICATION, GENERAL: 18 Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle. Wherever practicable, fit and assemble units in Manufacturer's plant. Clearly identify work 21 that cannot be permanently factory- assembled before shipment, to assure proper assembly at project site. Comply with HMMA/NAAMM -861 requirements except as otherwise indicated. 24 Tolerances: Fabricate doors and frames to clearances and tolerances per HMMA/NAAMM -861, Section 2.02 and as follows: 27 Provide 1/8" clearance between door and stop for rabbet mounted silencers, weatherstripping and smoke gaskets and provide beveled hinge edge 1/8" in 2" at butt edge of door. 30 Fabricate exposed faces of all doors from only cold - rolled hot -dip galvanized steel, 16 -gauge minimum. 33 Fabricate all doors fully welded with no visible seams or joints including closed tops. Fabricate all welded frames, concealed stiffeners, reinforcement, edge channels and moldings from 36 cold - rolled steel, 16 -gauge minimum. Fabricate all frames from cold - rolled steel, 39 Exposed Fasteners: Unless otherwise indicated, provide countersunk vandal resistant heads for exposed screws and bolts with heads flush with adjacent surfaces. 42 Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware Schedule and templates provided by hardware 45 supplier. Comply with applicable requirements of ANSI A115 series specifications for door and frame preparation for hardware. 48 Reinforce doors and frames to receive surface- applied hardware per HMMA/NAAMM -861 standards. Drilling and tapping for surface - applied finish hardware may be done at project site. 51 Provide additional high - frequency type reinforcing at all hinge- mounting plates, all hollow metal frames. 54 Locate finish hardware as indicated in Division 8 Section, Finish Hardware. Shop Painting: 57 Clean, treat and primer paint exposed surfaces of steel door and frame units. #0217 CITY OF YAKIMA STEEL DOORS AND FRAMES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 SECTION 08110 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish coating. 3 STEEL DOORS: 6 Provide metal doors of types and styles indicated on drawings or schedules. Close top and bottom edges of doors as integral part of door construction or by addition of fully welded minimum 18 gauge steel channels. Inverted channels may be used only on the bottom. Closure shall be flush at door 9 tops. Plastic or other materials not acceptable. Fabricate from 16 gauge cold roll hot dip galvanized steel. 12 Thermal -Rated (Insulating) Assemblies: At exterior locations provide doors which have been fabricated as thermal insulating door and 15 frame assemblies and tested in accordance with ASTM C 236. Unless otherwise indicated, provide thermal -rated units with an overall apparent U 18 factor of 0.24 Btu ( /hr x ft x degrees F) or better based on a 1 -3/4" thick full flush door. 21 Unless otherwise indicated, provide thermal rated units with insulated glazing with an overall co- efficient of I.O. apparent "U" value not greater than 0.60 and solar heat gam 24 STEEL FRAMES: 27 Provide metal frames for doors, transoms, lights and other openings of types and styles as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate 16 -gauge cold - rolled furniture steel, depending on opening size per referenced guide specification. 30 Fabricate frames with mitered and welded corners. 33 Form frames of cold - rolled hot dip galvanized steel. Door Silencers: Except on weather - stripped frames, drill stops to receive three silencers on strike 36 jambs of single -swing frames and two silencers on heads of double -swing frames. 39 PART 3 - EXECUTION STORAGE AND PROTECTION: 42 General: Comply with HMMA/NAAMM -861, Section 3.01. 45 Touch -up any scratched or disfigured primer with identical materials. INSTALLATION: 48 General: Comply with HMMA/NAAMM -861, Section 3.02. Check all frames for rack twist and out of square. Repair or replace damaged or defective frames. Install standard steel doors, frames and 51 accessories in accordance with final shop drawings, Manufacturer's data and as herein specified. Placing Frames: Install frames accurately in location, plumb, square and rigidly secure. Maintain 54 specified clearances. All installations, place frames prior to construction of enclosing walls and ceilings. Set frames 57 accurately in position, plumbed, aligned and braced securely until permanent anchors are set. #0217 CITY OF YAKIMA STEEL DOORS AND FRAMES KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 SECTION 08110 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON After wall construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged. Fill frames with grout as specified and shown on drawings. 3 Door Installation: 6 Fit hollow metal doors accurately in frames, within clearances as specified. Provide 1/2" clearance between bottom of door and finish floor except at exterior doors. 9 Provide maximum of 1/4" between bottom of door and top of threshold. ADJUST AND CLEAN: 12 Prime Coat Touch -Up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch -up of identical materials. Leave doors and frames ready for final field 15 applied coating. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and 18 frames undamaged and in complete and proper operating condition. 21 END OF SECTION 08110 #0217 CITY OF YAKIMA OVERHEAD COILING DOORS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08331 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary 6 Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes overhead coiling metal doors. Types of overhead coiling doors include the following: 12 Overhead Coiling Doors - Manual Overhead Counter Shutter - Manual 15 Operation of overhead coiling doors include the following: 18 Manual operation for Counter Shutters and overhead coiling doors. Cylinder locks for overhead coiling doors 21 Mounting: Provide between the jamb mounting frames 24 Provide complete operating door assemblies including door curtains, guides, counterbalance mechanism, hardware, and installation accessories. 27 Factory pre- finish painting as specified in this section. 30 SUBMITTALS: General: Submit the following according to Conditions of Contract and Division 1 Specification 33 Sections. Product data, roughing -in diagrams, and installation instructions for each type and size of 36 overhead coiling door. Provide operating instructions and maintenance information. 39 Shop drawings for special components and installations that are not dimensioned or detailed in manufacturer's data sheets. 42 QUALITY ASSURANCE: 45 Manufacturer's Qualifications: Furnish each overhead coiling door as a complete unit produced by one manufacturer, including hardware, accessories, mounting and installation components. 46 Furnish overhead coiling door units by one manufacturer for entire Project. Insert and Anchorages: Furnish inserts and anchoring devices that must be set in concrete or 51 built into masonry to install units. Provide setting drawings, templates, instructions, and directions to install anchorage devices. Coordinate delivery with other work to avoid delay. 54 See masonry Sections of these specifications regarding installation of inserts and anchorage devices. 57 Wind Loading: Design and reinforce overhead coiling doors to withstand a 20 -psf (85 -mph) wind - loading pressure. #0217 CITY OF YAKIMA OVERHEAD COILING DOORS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08331 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Related work specified elsewhere: 3 Division 4, Section Masonry for inserts and anchors. Division 5, Section Sheet Metal Fabrications for Stainless Steel Counter. 6 Division 8, Door Schedule for type and location of each coiling door. 9 PART 2- PRODUCTS 12 MANUFACTURERS: Manufacturer: Subject to compliance with requirements, provide products by one of the following: 15 Atlas Roil -Lite Overhead Doors /Div. of MASCO. Ceco/Windsor Door - -Div. of the Ceco Corp. 18 The Cookson Co. Cornell Iron Works Inc. Overhead Door Corp. 21 Raynor Garage Door. Equal with prior approval. 24 DOOR CURTAIN MATERIALS AND CONSTRUCTION: Door Curtain: Fabricate overhead insulated coiling door curtain of interlocking slats, designed to 27 withstand required wind loading, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material gage recommended by door manufacturer for size and type of door required, and as follows: • 30 Steel Door Curtain Slats: Structural quality, cold- rolled galvanized steel sheets complying with ASTM A 446, Grade A, with G90 zinc coating, complying with ASTM A 525. 33 Furnish manufacturer's prefinished standard insulated "flat- face" slats. 36 Endlocks: Malleable iron castings galvanized after fabrication, secured to curtain slats with galvanized rivets. Provide locks on alternate curtain slats for curtain alignment and resistance against lateral movement. 39 Windlocks: malleable iron castings secured to curtain slats with galvanized rivets. Unless otherwise recommended by door Manufacturer, provide windlocks on doors exceeding 16 feet 42 wide. Space windlocks approximately 24 inches o.c. on both edges of curtain Bottom Bar: Consisting of two angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch thick, either 45 galvanized or stainless steel or aluminum extrusions to suit type of curtain slats. Provide a replaceable gasket of flexible vinyl or neoprene. 48 Between Jambs Curtain Guides: Fabricate curtain jamb guides of prime painted steel channels with sufficient depth and strength to retain curtain loading. Build up units with minimum 3/16 -inch- 51 thick steel sections. Slot bolt holes for track adjustment. Secure continuous channel prime painted sill frame with a minimum of 3/8 -inch bolts at not more 54 than 30 inches o.c., unless closer spacing is recommended by door Manufacturer. Mount in door opening to support (*nil hrack s inlays otherwise indicated Provide removable ctnnc on guides to prevent over - travel of curtain and continuous bar. 57 Locks: Provide interior bottom bar slide bolts to secure door in place. #0217 CITY OF YAKIMA OVERHEAD COILING DOORS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08331 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON STEEL COUNTER DOOR CURTAIN MATERIALS AND CONSTRUCTION: 3 Door Curtain: Fabricate overhead coiling door curtain of interlocking slats in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material gage recommended by door Manufacturer for size and type of door required, and as follows: 6 Steel Door Curtain Slats: Structural quality, prime painted steel sheets complying with ASTM A 446, Grade A, with G90 zinc coating, complying with ASTM A 525. 9 Furnish Manufacturer's standard prefinished "flat -face" slats. 12 Endlocks: Malleable iron castings galvanized after fabrication, secured to curtain slats with galvanized rivets. Provide locks on alternate curtain slats for curtain alignment and resistance against lateral movement. 15 Bottom Bar: Consisting of two angles, each not Tess than 1 -1/2 by 1 -1/2 by 1/8 inch thick, either stainless steel extrusions to suit type of curtain slats. 18 Provide a replaceable gasket of flexible vinyl or neoprene between angles as a cushion bumper for manually- operated doors, unless shown as an overlapping joint. 21 Between Jambs Curtain Guides: Fabricate curtain jamb guides of prime painted steel channels with sufficient depth and strength to retain curtain loading. Build up units with minimum 3/16 -inch- 24 thick stainless steel sections. Slot bolt holes for track adjustment. Secure continuous channel prime painted sill frame with a minimum of 3/8 -inch bolts at not more 27 than 30 inches o.c., unless closer spacing is recommended by door Manufacturer. Mount in door opening to support coil brackets, unless otherwise indicated. Provide removable stops on guides to prevent over - travel of curtain and continuous bar. 30 Locks: Provide interior bottom bar slide bolts to secure door in place. Provide a bottom bar cylinder lock to match Owners keying system for Doors 101A and 101B. 33 COUNTERBALANCING MECHANISM: 36 General: Counterbalance doors by means of adjustable steel helical torsion spring, mounted around a steel shaft and in a spring barrel, and connected to door curtain with required barrel 39 rings. Use grease - sealed bearings or self - lubricating graphite bearings for rotating members. Counterbalance Barrel: Fabricate spring barrel of hot - formed structural - quality carbon steel, 42 welded or seamless pipe, of sufficient diameter and wall thickness to support roll -up of curtain without distortion of slats and to limit barrel deflection to not more than 0.03 inch per foot of span under full load. 45 Provide spring balance of one or more oil- tempered, heat - treated steel helical torsion springs. Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside 48 barrel. Provide cast steel barrel plugs to secure ends of springs to barrel and shaft. Fabricate torsion rod for counterbalance shaft of cold - rolled steel in size required to hold fixed 51 spring ends and carry torsional load. Brackets: Provide mounting brackets of manufacturer's standard design, either cast iron or cold - rolled steel plate with bell mouth guide groove for curtain. 54 Hood: Form to entirely enclose coiled curtain and operating mechanism at exposed opening head and act as weather seal. Contour to suit end brackets to which hood is attached. Roll and 57 reinforce top and bottom edges for stiffness. Provide closed ends for surface- mounted hoods and any portion of between -jamb mounting projecting beyond wall face. Provide intermediate support brackets as required to prevent sag. #0217 CITY OF YAKIMA OVERHEAD COILING DOORS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTIO 08331 _4 SECTION tv.® vs.a. ° PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Fabricate steel hoods for doors of not Tess than 0.0276 -inch -thick (24 -gage) hot -dip 3 galvanized steel sheet with G 90 -zinc coating, complying with ASTM A 525. 6 FINISH AND PRIME PAINTING: • General: Shop -clean and prime ferrous metal surfaces, exposed and unexposed, except tightly 9 joined and lubricated surfaces and galvanized metal, with door manufacturer's standard rust - inhibitive primer. Use primer that is compatible with finish painting. 12 Install finish coat of the manufacturer's standard color paint in either medium gray or light tan. MANUAL DOOR OPERATORS: 15 Provide manual operators for counter shutter and overhead coiling doors. 16 Manual Push -Up Operation: Design counterbalance mechanism so that required lift or pull for door operations does not exceed 25 lbs. 21 Pro ga steel lifting handle, cylinder lock and slide bolt lock on access side of bottom bar. 24 PART 3 - EXECUTION 27 INSTALLATION: General: Install door and operating equipment complete with necessary hardware, jamb and 30 head mold strips, anchors, inserts, hangers, and equipment supports according to final shop drawings, manufacturer's instructions, and as specified. 33 Install cylinder lock in bottom bar and coordinate the cylinder with Section 08710 After completing installation, including work by other trades, lubricate, test, and adjust doors to 36 operate easily, free from warp, twist, or distortion. Train Owner's maintenance personnel on procedures and schedules related to door operation, 39 servicing, preventive maintenance, and procedures for resetting closing devices after activation. 42 END OF SECTION 08331 #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY 9 This Section includes items known commercially as finish or door hardware that are required for swing doors, except special types of unique hardware specified in the same Sections as the doors and door 12 frames on which they are installed. All hardware is to meet the accessibility's requirements of the "American Disabilities Act" and the Washington State Handicapped Code. 15 Related Sections: The following Sections contain requirements that relate to this Section: Division 8 Section, Standard Steel Doors and Frames, for silencers integral with hollow metal 18 frames. SUBMITTALS 21 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification sections. 24 Product data including Manufacturers' technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to 27 show compliance with requirements. Final hardware schedule coordinated with doors, frames, and related work to ensure proper size, 30 thickness, hand, function, and finish of door hardware. Final Hardware Schedule Content: Based on hardware indicated, organize schedule into 33 "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: 36 Type, style, function, size, and finish of each hardware item. Name and Manufacturer of each item. Fastenings and other pertinent information. 39 Location of each hardware set cross - referenced to indications on Drawings both on floor plans and in door and frame schedule. Explanation of all abbreviations, symbols, and codes contained in schedule. 42 Mounting locations for hardware. Door and frame sizes and materials. Keying information. 45 Submittal Sequence: Submit final schedule at earliest possible date particularly where acceptance of hardware schedule must precede fabrication of other work that is critical in the 48 Project construction schedule. Include with schedule the product data, samples, shop drawings of other work affected by door hardware, and other information essential to the coordinated review of schedule. 51 Keying Schedule: Submit separate detailed schedule indicating clearly how the Owner's final instructions on keying of locks has been fulfilled. 54 Each door shall be provided with locking mechanisms, all on the master keying system. 57 Samples of each type of exposed hardware unit in finish indicated and tagged with full description for coordination with schedule. Submit samples prior to submission of final hardware schedule. #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Samples will be returned to the supplier. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, 3 be incorporated in the Work, within limitations of keying coordination requirements. Templates for doors, frames, and other work specified to be factory prepared for the installation of 6 door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 9 QUALITY ASSURANCE Single Source Responsibility: Obtain each type of hardware (latch and Iocksets, hinges, closers, etc.) 12 from a single Manufacturer. Supplier Qualifications: A recognized architectural door hardware supplier, with warehousing facilities 15 in the Project's vicinity, that has a record of successful in- service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and 18 Contractor, at reasonable times during the course of the Work, for consultation. Require supplier to meet with Owner to finalize keying requirements and to obtain final 21 instructions in writing. Codes: Compiy as follows: 24 Building Codes: All finish hardware shall comply with applicable local and /or state current building codes. 27 Fire rated Openings: Hardware for fire -rated openings shall also be in compliance with all fire building codes applicable to the district in which the building is located. Provide only hardware 30 that has been tested and listed by UL, Warnock Hersey, FM or other testing and inspecting agency for the types and sizes of doors required, and that complies with the requirements of the door and frame labels. 33 Guarantee: Finish hardware shall be guaranteed as required by the General Conditions except the door closers shall be guaranteed for ten years. No liability shall be assumed by the 36 hardware supplier where faulty operation is due to improper installation or lack of normal maintenance. 39 PRODUCT HANDLING Tag each item or package separately with identification related to final hardware schedule, and 42 include basic installation instructions with each item or package. Packaging of door hardware is responsibility of supplier. As material is received by hardware supplier 45 from various Manufacturers, sort and repackage in containers clearly marked with appropriate hardware set number to match set numbers of approved hardware schedule. Two or more identical sets may be packed in same container. 48 Inventory door hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct. 51 Deliver individually packaged door hardware items promptly to place of installation (shop or Project site). 54 MAINTENANCE 57 Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 2 - PRODUCTS 3 MANUFACTURERS Available Manufacturers: Subject to compliance with requirements, Manufacturers offering products 6 that may be incorporated in the Work include, but are not limited to, the following: Manufacturers: Subject to compliance with requirements, provide products by one of the following: 9 Standard Hardware: 12 Item Specified Acceptable Substitution Butts and Hinges McKinney Products Co. Hagar Hinge Co. 15 Push /Pull plates Trimco Builders Brass Works, Hager Deadlock Best No substitution Lever Locksets Best No substitution 18 Kick Plates Trimco Builders Brass Works, Hager Stops Trimco Glenn Johnson Door Sweeps Pemco Reese, National Guard 21 Overhead Closers LCN Mfg. Co. Sargent Door Stripping and Seals Pemko Mfg. Co., Inc. Reese, National Guard Thresholds Pemko Mfg. Co., Inc. Reese, National Guard 24 Electrified Hardware: 27 Magnetic Lock Locknetics No substitution Power supply Locknetics No substitution Battery Backup Locknetics No substitution 30 Time Clock Locknetics No substitution Touch Bar Locknetics No substitution Key Switch Locknetics No substitution 33 Cylinder Locknetics No substitution SCHEDULED HARDWARE 36 Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of finish hardware are indicated in the "Hardware Schedule" at the end of this Section. Products are 39 identified by using hardware designation numbers of the following: MATERIALS AND FABRICATION 42 Base Metals: Produce hardware units of basic metal and forming method indicated using Manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser 45 (commercially recognized) quality than specified for applicable hardware units for finish designations indicated. 48 Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self- tapping sheet metal screws, except as specifically indicated. 51 Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finish 54 or, if exposed in surfaces of other work, to match finish of this other work as closely as possible including "prepared for paint" surfaces to receive painted finish. 57 Provide concealed fasteners for hardware units that are exposed when door is closed except to the extent no standard units of type specified are available with concealed fasteners. Do not use through - #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06710 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON bolts for installation where bolt head or nut on opposite face is exposed in other work unless their use is the only means of reinforcing the work adequately to fasten the hardware securely. Where through - 3 bolts are used as a means of reinforcing the work, provide sleeves for each through -bolt or use sex screw fasteners. 6 HINGES, BUTTS AND PIVOTS: Types required are listed at B1, B2, etc., in the Hardware Schedule and described under "B" below. 9 Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template - produced units. 12 Screws: Provide Phillips flat head screws complying with the following requirements: 15 For metal doors and frames install machine screws into drilled and tapped holes. Finish screw heads to match surface of hinges or pivots. 18 Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: Out -Swing Exterior Doors: Non - removable pins. 21 Out -Swing Corridor Doors with Locks: Non - removable pins. Interior Doors: Non - rising pins. Tips: Flat button and matching plug, finished to match leaves. 24 Number of Hinges: Provide number of hinges indicated but not less than three hinges per door leaf for doors 90 inches or less in height and one additional hinge for each 30 inches of additional height. 27 Four (4) hinges for door more than 3' -0" in width. Fire -Rated Doors: Not Tess than three hinges per door leaf for doors 86 inches or less in height with 30 same rule for additional hinges. "B" FACTORY NO. SIZE 33 B1 TA 2714 4 -1/2 x 4 -1/2 NRP 36 LOCK CYLINDERS AND KEYING Existing System: Grand masterkey the locks to the Owner's existing system. 39 Review the keying system with the Owner and provide the type required (grandmaster with the Owner), submit either integrated with Owner's existing system after the keying conference. 42 Equip locks with cylinders for interchangeable -core pin tumbler inserts. Furnish only temporary inserts for the construction period, and remove these when directed. 45 Metals: Construct lock cylinder parts from brass or bronze, stainless steel, or nickel silver. 48 Comply with Owner's instructions for master keying and, except as otherwise indicated, provide individual change key for each lock that is not designated to be keyed alike with a group of related locks. 51 Permanently inscribe each key with number of lock that identifies cylinder Manufacturer's key symbol, and notation, "DO NOT DUPLICATE." 54 Key Material: Provide keys of nickel silver only. 57 Key Quantity: Furnish 3 change keys for each lock, 5 master keys for each master system, and 5 grandmaster keys for each grandmaster system. #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Furnish two extra blanks for each lock. 3 Deliver keys to Owner. 6 LOCKS, LATCHES, AND BOLTS Types are listed as L1, L2, etc., in the Hardware Schedule and described under "L" below. 9 Strikes: Provide Manufacturer's standard wrought box strike for each latch or lock bolt, with curved lip extended to protect frame, finished to match hardware set, unless otherwise indicated. 12 Furnish all lever- handle locks in "15M" design, 2 -3/4" B.S. 15 Provide knurling on knobs or levers where the symbol "K" occurs in the lock column of the hardware schedule. 18 All locks and latches shall have the following features: Lever operated locks shall be equipped with separate, heavy compression springs 21 inside the lock case to maintain horizontal lever position. To assure proper alignment of trim, rose supports (rose backplates) must either 24 thread directly into case and cap or be through - bolted through the door and lock case. All lever- operated locks used on fire -rated openings are to have UL approved, fire 27 stop inside the lock case or trim. Provide curved lip strikes of minimum projection to protect door trim. 30 Provide all locks and deadlocks with wrought box strikes. 33 Lock and latch sets shall require a one -year factory warranty of satisfactory performance. 36 Rabbeted Doors: Where rabbeted door stiles are indicated, provide special rabbeted front on lock and latch units and bolts. 39 " L " FACTORY NO. L1 Deadlock 83TS STK 25D 42 L2 Magnetic Lock GF3000SM 26D L3 93K 7AB 15D S3 26D L4 1 E74 (for keyswitch) 45 DOOR CLOSERS: 48 Types required are listed as C1, C2, etc., in the hardware scheduled and described under "C" below: Arms shall permit maximum degree of opening permitted by wall conditions. 51 Furnish all parallel arm closers with heavy -duty arms. 54 Furnish through -bolts for application to mineral core doors only. Furnish closers with key valves for independent speed, latching and back checking 57 adjustments. Must meet barrier free low opening resistance. #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06710 - PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Furnish drop plates for doors with insufficient top rails to cover sight of closers from opposite side of door and when used in conjunction with regular arm closer and overhead concealed 3 stop application. Closers shall be applied to both leaves of a pair of doors. 6 Five -year factory warranty of satisfactory performance. 9 " Factory Number C1 Closer 351 P10 12 KICKPLATES: 15 Types required are listed as K1, K2, etc., in the hardware scheduled and described under 'K below: 18 Provide kickplates on push side of doors only. Provide kickplates to both leaves on pairs of doors. 21 Provide stainless steel, full threaded type sheet metal screws for fastening not more than 5 inches on center. 24 Interior wood door kickplates to be 20- gauge, brushed finish, stainless steel. 27 Exterior and hollow metal door kickplates 20- gauge, brushed finish, stainless steel. Kickplates to be 2 inches and mop plates 1 inch Tess than door width. 30 " Description Size 33 K1 Kickplate 10" x 34 K2 Kickplate 10" x 46 36 DOOR STOPS AND HOLDERS: 39 Types are listed as S1, S2, etc., in the hardware schedule and described under 'S' below: Furnish overhead stop, or holders and electromechanical hold open with maximum degree of 42 opening that job conditions permit. Furnish toggle bolts or matching screws and tampins as required. Plastic or fiber anchors will 45 not be permitted. Furnish door silencers as GJ64 or GJ65 for all wood or metal frames except where 46 weatherstripping or smoke gasketing is specified. 51 " Description Factory Number S1 Wall Stop 1270 CVCP 54 Provide overhead stops on aii out -swing exterior doors, or provide pipe stop if not in traffic area. 57 #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON THRESHOLDS: 3 Types are listed as T1, T2, etc., in the hardware schedule and described under 'T' below: Description Factory Number 6 T1 Threshold 276A T2 Threshold 158A (Alternate No.2) 9 Furnish all thresholds with stainless steel machine screws and lead anchors. 12 WEATHER - STRIPPING AND SEALS Types required are listed as W1, W3, etc., in the Hardware Schedule and described under "W" below. 15 General: Provide continuous weatherstripping on exterior doors and smoke, light, or sound seals on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications 18 and elsewhere as indicated. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strip is easily 21 replaceable and readily available from stocks maintained by Manufacturer. Weatherstripping at Jambs and Heads: Provide bumper -type resilient insert and metal retainer strips, 24 surface applied unless shown as mortised or semi - mortised, and of following metal, finish, and resilient bumper material: 27 "W" Description Factory Number W1 WEATHERSTRIP S88 17 -18 feet 30 W2 DOOR SWEEP 18062CNB 3 -4 feet Exterior Hinged Doors: Provide units as wide was jamb, formed to accommodate change in floor 33 elevation where indicated, fabricated to accommodate door hardware and to fit doorframes. MISCELLANEOUS HARDWARE: 36 Types required are listed as M1, M2, etc., in the Hardware Schedule and described under "M" below. 3s M Description Factory Number M1 Power Supply 50PLC x KLC 42 M2 Battery Backup SBP -2 M3 Time Clock 6200 M4 Touchbar 672 x AR x WD SP28 45 M5 Key Switch 653 -04 Maintain M6 Balance of hardware by door manufacture 48 Exterior Operation: Magnetic lock controlled by auto clock and keyswitch. The key switch can be used to gain momentary access when the magnetic lock is engaged or it can be used to shut the whole system off for a season. The Best 83T dead lock is for locking the door 51 mechanically for a season. Interior Operation: The touchbar allows free egress even when the magnetic lock is engaged. 54 The "S" function deadlock T -turn will retract the bolt if someone is accidentally locked in with a key, but it will not throw or engage the bolt. 57 HARDWARE FINISHES #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 06710 - 8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Match items to the Manufacturer's standard color and texture finish for the latch and Iocksets. Provide finishes that match those established by BHMA or, if none established, match the Architect's 3 sample. Provide quality of finish, including thickness of plating or coating, composition, hardness, and other 6 qualities complying with Manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware. 9 The designations used in schedules and elsewhere to indicate hardware finishes are those listed in ANSI /BHMA A156.18, "Materials and Finishes," including coordination with the traditional U.S. finishes shown by certain Manufacturers for their products. 12 Unless specifically indicated otherwise, provide all architectural hardware in the following finishes: 15 The finish of all hardware in general shall be dull chrome, US26D. All Kickplates shall be 10" high and 34-42" wide of stainless steel. 18 The designations used in schedules and elsewhere to indicate hardware finishes are the industry- recognized standard commercial finishes, except as otherwise noted. 21 PART 3 - EXECUTION 24 INSTALLATION 27 Mount hardware units at heights indicated in following applicable publications, except as specifically indicated or required to comply with governing regulations and except as otherwise directed by Architect. 30 "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute. Federal "ADA" Standards and Washington State 33 Handicapped Code. "Recommended Locations for Builders Hardware for Custom Steel Doors and Frames" by the 36 Door and Hardware Institute. NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors." 39 Install each hardware item in compliance with the Manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be 42 painted or finished in another way, coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in the Division 9 Sections. Do not install surface - mounted items until finishes have been completed on the substrates involved. 45 Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. 48 Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. 51 Set thresholds for exterior doors in full bed polyisobutylene mastic sealant complying with requirements specified in Division 7 Section, Joint Sealers. 54 Weatherstripping s t. nd Seals: Comply Manufacturer's i s tn cto and to the vv cau icrau ippiii a� w .�caia: vuiiiiNiy with maiiiuia�.turei a inicu iii�.uvii8 a� w recommendations t w the extent installation requirements are not otherwise indicated. 57 ADJUSTING, CLEANING, AND DEMONSTRATING #0217 CITY OF YAKIMA DOOR HARDWARE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08710 - 9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as 3 intended for the application made. Where door hardware is installed more than one month prior to acceptance or occupancy of a 6 space or area, return to the installation during the week prior to acceptance or occupancy and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. 9 Adjust door control devices to compensate for final operation of heating and ventilating equipment. 12 Clean adjacent surfaces soiled by hardware installation. Instruct Owner's personnel in the proper adjustment and maintenance of door hardware and hardware 15 finishes. Six -Month Adjustment: Approximately six months after the date of Substantial Completion, the 18 Installer, accompanied by representatives of the Manufacturers of latch sets and lock sets and of door control devices, and of other major hardware suppliers, shall return to the Project to perform the following work: 21 Examine and re- adjust each item of door hardware as necessary to restore function of doors and hardware to comply with specified requirements. 24 Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures. 27 Replace hardware items that have deteriorated or failed due to faulty design, materials, or installation of hardware units. 30 Prepare a written report of current and predictable problems (of substantial nature) in the performance of the hardware. 33 HARDWARE SCHEDULE 36 DOORS BUTTS LOCKS STOPS THRESHOLD WEATHER MISC. STRIPPING 39 100A B1 L3, L1 S1 T1 W1, W2 101A L4 M6 42 101B L4 M6 103 B1 L3, L1 S1 T1 W1, W2 104 B1 L3, L1 S1 T1 W1, W2 45 105A B1 L2, L4 S1 T1/T2 W1, W2 M1, M2, M3, M4, M5 106 B1 L3, L1 S1 T1 W1, W2 48 107A B1 L2, L4 S1 T1/T2 W1, W2 M1, M2, M3, M4, M5 108 B1 L3, L1 S1 T1 W1, W2 • 51 * Assuming 36 inch door width. Adjust the length of the kickplate, threshold, sweep and gasketing to match the door width. 54 57 END OF SECTION 08710 #0217 CITY OF YAKIMA FIBERGLASS SANDWICH PANEL SKYLIGHTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09950 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 Section includes translucent fiberglass sandwich panel system for skylights consisting flat factory prefabricated into single unit skylights. 12 Related Sections include the following: Curbs and supporting members: Section 06100, Rough Carpentry 15 Roofing: Section 07410, Prefinished Metal and Siding Metal counter flashing: Section 07620, Flashing and Sheetmetal Joint sealants: Section 07901, Sealants 18 Requests for substitutions must be approved in writing or by addendum no later than 7 days prior to bid date and in keeping with Division 1 of the specification. ')1 PERFORMANCE REQUIREMENTS: Deflection of entire system shall be no more than L/45, unless otherwise indicated. 24 Air/Water Infiltration: For Water Penetration, curtainwall system shall be tested per procedures of ASTM E -331, and shall show no water entry at WTP =10.00 psf, @ 5.00gph/ft. squared. Test shall be 27 performed before and after uniform loads are applied. For Air Leakage, system shall be tested per procedures of ASTM E -283, and shall show results of no more than 0.01 cfm/ft. squared @ 1.56 psf (25 mph) and 0.01 cfm/ft, squared @ 6.24 psf (50mph). 30 SUBMITTALS: Product Data: Submit shop drawings and color samples of face sheets and finishes according to 33 Division 1. Samples: Submit product sample showing thickness, face sheets, colors and insulation 14" x 28 ". 36 Test Reports: To be furnished by systems manufacturer in accordance with Division 1, Submittals. The manufacturer shall submit certified test reports by an independent testing organization for each type and class of panel system. Reports shall verify that the material will meet all performance 39 requirements of this specification. Flame Spread and Smoke Developed (ASTM E -84 by UL 723) 42 Burn Extent (ASTM D -635) Color Difference (ASTM D -2244) Impact Strength (UL 972) 45 Tensile Bond Strength (ASTM C -297 after aging by ASTM D -1037) Shear Bond Strength (ASTM D -1002) after 5 different aging conditions Beam Bending Strength (ASTM E -72) 48 Class A Roof Covering Burning Brand (ASTM E -108) Proof of rngi liar independent qualit control monitoring under r a nntinnaII , rorngni7crl hi iilrlinn nnrlP 51 review and listing program shall be submitted. 54 #0217 CITY OF YAKIMA FIBERGLASS SANDWICH PANEL SKYLIGHTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08950 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 QUALITY ASSURANCE: Installer Qualifications: Erection shall be by an installer which has been in the business of erecting and installing specified materials for at least five (5) consecutive years, and can show evidence of 6 satisfactory completion of projects of similar size, scope and type. System manufacturer must be listed by a recognized building code authority, including the 9 International Conference of Building Officials, which requires quality control inspections, and fire, structural and water infiltration testing by an approved agency for sandwich panel systems. Quality control inspections; and required testing conducted at least once each year, shall include 12 manufacturing facilities, sandwich panel components and production sandwich panels for conformance with "Acceptance Criteria for Sandwich Panels" as regulated by the ICBO -ES. 15 Materials and products shall be manufactured by a company continuously and regularly employed in the manufacture of specified materials for a period of at least ten (10) consecutive years and which can show evidence of these materials being satisfactorily used on at least six (6) projects of similar 18 size, scope and type within such a period. At least three (3) projects shall have been in successful use for 10 years or longer. 21 WARRANTY: General Warranty: Any warranties specified in this section shall not alter or change Owners rights and 24 provisions received under other contract documents, and shall be in addition to those documents. Special Warranty: System manufacturer shall provide written agreement to repair or replace all 27 defective panel and system craftsmanship for a period of one (1) year, starting at date of delivery. Installer shall provide one (1) year warranty against leakage starting from date of installation completion. 30 PRODUCT HANDLING: 33 Store panels on long edge, several inches above the ground, blocked and under cover to prevent damage. Follow manufacturer's storage and handling instructions. 36 PART 2 - PRODUCTS MANUFACTURERS: 39 General: Translucent Panels shall be manufactured by Kalwall Corporation. Panels shall be 2 3 /4" thick and consist of glass fiber reinforced polymer faces bonded under controlled heat and pressure to a mechanically interlocked aluminum grid core. Current Building Code Listing and Test Reports from 42 accredited laboratories verifying performance shall be submitted. Approved equal with prior approval complying with design intent and all performance and material 45 requirements. MATERIALS: TRANSLUCENT FACE SHEETS - PANEL FABRICATION: 48 Translucent fiberglass faces shall be manufactured from glass fiber reinforced thermoset resins by insulated system fabricator especially for architectural use. Thermoplastic (e.g., polycarbonate, 51 acrylic) faces are not acceptable. Flammability: The interior face sheet shall be UL listed and have a flamespread rating no greater than 54 50 and smoke developed no greater than 250 when tested in accordance with UL 723. Burn extent by ASTM D -635 shall be no greater than 1 ". Faces shall not deform, deflect or drip when subjected to fire or flame, or become detached when subjected to 300 °F for 25 minutes. #0217 CITY OF YAKIMA FIBERGLASS SANDWICH PANEL SKYLIGHTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08950- 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 Weatherability: The full thickness of the exterior face shall not change color more than 3.0 Hunter or CIE Units DELTA E by ASTM D -2244 after five (5) years outdoor South Florida weather at 5 facing 6 South, determined by the average of at least three (3) white samples with and without a protective film or coating to ensure maximum, Tong -term color stability. 9 The exterior face shall have a permanent glass veil erosion barrier integrally embedded to provide maximum long -term resistance to fiber exposure. Sacrificial plastic surface films, coatings or veils not acceptable. 12 Exterior face sheet shall be smooth, .052" thick High Impact and white in color. Interior face sheet shall be .045" thick and crystal in color. Faces shall not vary more than +/- 10% in thickness and be 15 uniform in color. Panel system shall be Kaiwall C -44 -3A Skylight, 1- 9/16" thick with 2 sheets of translucent 18 fiberglass, bonded by heat and pressure to either an aluminum grid core specifically for architectural use. 21 Thermal Insulation: Panels shall have a NFRC laboratory tested "U" factor of .55, by ASTM C-236, E -1423 and C -1199. 24 Light & Solar Transmission: Panels shall have a Tight transmission of 30% and shading coefficient of .37 per ASTM E -972. 27 Grid Core: 30 Grid pattern shall be nominal 12" x 24" shoji and symmetrical about the horizontal centerline for each flat panel. 33 The aluminum I -beam grid core shall be 6063 -T6 or 6005 -T5 with provisions for mechanical interlocking of muntin - mullion and perimeter. Width of I -beam shall be no less than 7/16 ". The I -beam grid shall be machined to tolerances of not greater than +/- .002 ". 36 Panels shall withstand 1200 °F fire for minimum (1) hour without collapse or exterior flaming. 39 Adhesive: The laminate adhesive shall be heat and pressure resin -type engineered for structural sandwich panel 42 use, with minimum 25 years field use. Adhesive shall pass testing requirements specified by the International Conference of Building Officials "Acceptance Criteria for Sandwich Panel Adhesive ". 45 Minimum strength shall be 750 PSI tensile strength by ASTM C -297 after two (2) exposures to six (6) cycles each of the aging conditions prescribed by ASTM D -1037. Shear strength by ASTM D -1002 minimum after exposures to five (5) separate aging conditions: 48 a) 50% Relative Humidity at 73 °F: 540 PSI b) 182 °F: 100 PSI 51 c) Accelerated Aging by ASTM D -1037 at room temperature: 800 PSI d) Accelerated Aging by ASTM D -1037 at 182 °F: 250 PSI e) 500 Hour Oxygen Bomb by ASTM D -572: 1400 PSI 54 57 #0217 CITY OF YAKIMA FIBERGLASS SANDWICH PANEL SKYLIGHTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 08950 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 Impact Resistance: The exterior face sheet shall be uniform in strength, impenetrable by hand -held pencil and 6 repel an impact equal to 230 ft. lbs. without fracture or tear when impacted by a 3 -1/4" diameter, 5 Ib. Free - falling per UL 972. 9 Translucent structural sandwich panel shall be a true sandwich panel of flat fiberglass sheets bonded to a grid core of mechanically interlocking I -beams and shall be laminated under a controlled process of heat and pressure, and deflect no more than 1.9" at 30 psf in 10' by 12 ASTM E -72. The adhesive bonding line shall be straight, cover the entire width of the I -beam and have a 15 neat, sharp edge. In order to insure bonding strength, white spots at intersections of muntins and mullions shall not exceed 4 for each 40 sq. ft. of panel, nor shall they be more than 3/36" in width 18 Panels and aluminum perimeter frame shall be pre - assembled where practical and sealed at the factory. 21 Panels should be shipped to the job site in rugged shipping units, ready for erection. Perimeter Closure System, Battens And Aluminum Finishes 24 Closure system shall be extruded 6063 -T6 and 6063 -T5 aluminum clamp -tite screw type. 27 All exposed aluminum to be architectural corrosion resistant finish, which meets the performance requirements of AAMA 2604, color to be selected from manufacturer's standards. 30 PART 3 - EXECUTION 33 EXAMINATION: Do not install systems until conditions adversely affecting installation and performance have 36 been corrected. PREPARATION: 39 The general contractor shall prepare openings including isolating dissimilar materials from aluminum system that may cause damage by electrolysis, and shall provide temporary enclosures if required. 42 INSTALLATION: The installer shall the skylights in strict accordance with approved shop drawings as supplied 45 by manufacturer, including fastening and sealing. All surfaces shall be cleaned before sealants are applied. 48 If required, insure weep holes are correctly installed. CLEANING: 51 Clean panel system, both sides, after installation according to manufacturer's recommendations. 54 End of Section 08950 #0217 • CITY OF YAKIMA DOOR SCHEDULE KIWANIS PARK IMPROVEMENT PROJECT - PHASE I PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON DOOR _ DOOR FRAME DETAILS _ DOOR REMARKS NO. WIDTH HEIGHT TYPE OPEN'G MAT'L FINISH MAT'L FINISH TYPE JAMB HEAD - THRESH GLASS 100A 3' -0" 7' -0" A SINGLE HM PT HM PT F -1 2 / A1.8 1 / A1.8 3 / A1.8 - 100B 4' -0" 4' -0" B SINGLE STL FF STL PT F -3 6 / A1.8 5 / A1.8 8 / A1.8 - 1 100C 4' -0" 4' -0" B SINGLE STL FF STL PT F -3 6 / A1.8 5 / A1.8 8 / A1.8 - 1 101A 10' -0 8' -8" C SINGLE STL FF STL F'T F -5 7 / A1.8 5 / A1.8 - - 1 101B 10' -0 8' -8" C SINGLE STL FF STL PT F -5 7 / A1.8 5 / A1.8 - - 1 102 3'-4" 4' -0" B SINGLE STL FF STL F'T F-4 6 / A1.8 5 / A1.8 8 / A1.8 - 1 103 3' -6" 7' -0" A SINGLE HM PT HM PT F -2 2 / A1.8 1 / A1.8 ^ 3 / A1.8 - 104 3' -0" 7' -0" A SINGLE HM PT HM PT F -1 2 / A1.8 1 / A1.8 3 / A1.8 - 105A 3' -0" 7' -0" A SINGLE HM PT HM PT F -1 2 / A1.8 1 / A1.8 3 / A1.8 •. 2 106 3' -0" 7' -0" A SINGLE HM PT HM F'T F -1 2 / A1.8 1 / A1.8 3 / A1.8 .- 107A 3' -0" 7' -0" A SINGLE HM PT HM F'T F -1 2 / A1.8 1 / A1.8 3 / A1.8 - 2 108 3' -0" 7' -0" A SINGLE HM PT HM PT F -1 2 /A1.8 1 / A1.8 3 / A1.8 - LEGEND NOTES ALUM ALUMINUM 1 Overhead coiling doors are to received factory finish final coat of paint. ANOD ANODIZED FINISH Field paint door frame and housing to color selected by architect. FF FACTORY FINISH HM HOLLOW METAL 2 Use alternate threshold for ceramic tide floor. OCD OVERHEAD COILING DOOR PT PAINT STL STEEL #0217 DIVISION 9 - FINISHES CITY OF YAKIMA GYPSUM WALLBOARD KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09255 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Extent of gypsum wallboard construction required is as indicated on drawings and as specified herein. 12 Wood stud framing to which gypsum wallboard is applied is specified in Division 6 Section, Rough Carpentry. 15 Vapor retarder membranes and thermal and acoustical insulation concealed by gypsum wallboard is specified in Division 7 Section, Insulation. 18 SUBMITTALS: Samples: Submit two samples (two -foot square) of gypsum wallboard with proposed finish texture 21 applied. Re- submit until approved. Approved texture sample will be used as a basis for judging acceptability of work installed at the project. 24 QUALITY ASSURANCE: Gypsum Wallboard Application and Finishing Standards: ASTM C 840 and GA 216. 27 Gypsum Wallboard Terminology Standard: GA -505 by Gypsum Association. 30 Fire- Resistance Ratings: Where indicated, provide materials and construction which are identical to those of assemblies whose fire resistance rating has been determined per ASTM E 119 by a testing and inspecting organization acceptable to authorities having jurisdiction. Refer to drawings and Finish 33 Schedule for fire rated walls and surfaces. Provide fire - resistance rated assemblies identical to those indicated by reference to GA File 36 No.'s GA -600 "Fire Resistance Design Manual" or to design designations in U.L. "Fire Resistance Directory" or in listing of other testing and agencies acceptable to authorities having jurisdiction. 39 Single- Source Responsibility: Obtain each type of gypsum wallboard and related joint treatment and texturing materials from a single Manufacturer. 42 DELIVERY, STORAGE AND HANDLING: 45 Deliver materials in original packages, containers or bundles bearing brand name and identification of Manufacturer or supplier. 48 Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic and other causes. Neatly stack gypsum wallboards flat to prevent sagging. 51 Handle gypsum wallboards to prevent damage to edges, ends and surfaces. Do not bend or otherwise damage metal corner beads and trim. 54 57 #0217 CITY OF YAKIMA GYPSUM WALLBOARD KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09255 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PROJECT CONDITIONS: 3 Environmental Conditions, General: Establish and maintain environmental conditions for application and finishing gypsum wallboard to comply with ASTM C 840 and with gypsum wallboard Manufacturer's recommendations. 6 Minimum Room Temperatures: For non- adhesive attachment of gypsum wallboard to framing maintains not less than 40 degrees F. For adhesive attachment and finishing of gypsum wallboard 9 maintain not less than 50 degrees F. for 48 hours prior to application and continuously thereafter until drying is complete. 12 Ventilate building spaces to remove water not required for drying joint treatment materials. Avoid drafts during dry, hot weather to prevent materials from drying too rapidly. 15 Pre- Installation Conference: Conduct conference at project site to comply with requirements of Division 1, Section 01200, Project Meetings. 18 PART 2 - PRODUCTS 21 MANUFACTURER: Subject to compliance with requirements provide products of one of the following: 24 Domtar Gypsum Co. Norwest Gypsum Co. 27 Gold Bond Building Products Div., National Gypsum Co. United States Gypsum Co. Equal with prior approval 30 GYPSUM WALLBOARD: 33 Gypsum Wallboard: ASTM C 36, of types, edge configuration and thickness below, in maximum lengths available to minimize end -to -end butt joints. 36 Type 1: Type X, with tapered edges at all wet locations; 5/8" thickness. Type 2: Type X, water resistant with tapered edges at all wet locations; 5/8" thickness. 39 Gypsum Backing Board for Multi -Layer Applications: ASTM C 442 or, where backing board is not available from Manufacturer, gypsum wallboard, ASTM C 36, as specified above with Manufacturers standard edges. 42 TRIM ACCESSORIES: 45 General: Provide Manufacturer's standard trim accessories of types indicated for gypsum wallboard work, formed of galvanized steel, with knurled and perforated or expanded flanges for nailing or screwing and beaded for i,viwcalii ent of flanges in joint compounds. Provide corner beads, L -type 48 edge trim - beads. GYPSUM WALLBOARD JOINT TREATMENT MATERIALS: 51 General: Provide materials complying with ASTM C 475, ASTM C 840, and recommendations of Manufacturer of both gypsum wallboard and joint treatment materials for the application indicated. 54 Joint Tape: Paper reinforcing tape. 57 Joint Compound: Ready -mixed vinyl type, single multi - purpose grade, for entire application. #0217 CITY OF YAKIMA GYPSUM WALLBOARD KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09255 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON MISCELLANEOUS MATERIALS: 3 General: Provide auxiliary materials for gypsum wallboard construction that comply with referenced standards and the recommendations of the Manufacturer of the gypsum wallboard. 6 Concealed Acoustical Sealant: Non - drying, non - hardening, non - skinning, non - staining, non - bleeding, gunnable sealant complying with applicable requirements specified in Division 7, Sealants Section. s Gypsum Wallboard Screws: ASTM C 1002 TEXTURE FINISH MATERIALS: 12 Primer: Type recommended by Manufacturer of texture finish to provide uniform absorption of finished surface /uniform appearance of finished texture. 15 Texturing Materials: Appropriate product from U.S.G., Gold Bond, or approved, required to achieve a medium "orange peel" texture acceptable to Architect. 18 PART 3 - EXECUTION 21 EXAMINATION: 24 Examine substrates to which gypsum wallboard construction attaches or abuts for compliance with requirements for installation tolerances and other conditions affecting performance of gypsum wallboard construction. Do not proceed with installation until unsatisfactory conditions have been 27 corrected. Insure that vapor retarder membrane installation complies with requirements before covering. 30 APPLICATION AND FINISHING OF GYPSUM WALLBOARD, GENERAL: 33 Gypsum Wallboard Application and Finishing Standard: Install and finish gypsum wallboard to comply with ASTM C 840. 36 Locate exposed end -butt joints as far from center of walls and ceilings as possible and stagger not less than 32" in alternate courses of board. 39 Install wall /partition boards in manner that minimizes the number of end -butt joints or avoids them entirely where possible. 42 Install exposed gypsum wallboard with face side out. Do not install imperfect, damaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16 inch open space between boards. Do not force into place. 45 Install water resistant gypsum wallboard on walls in all areas. 48 Install standard gypsum wallboard on ceilings Cut out all openings for electrical device outlets prior to hanging gypsum wallboard. Pounding or 51 hammering on or over device outlets will result in the removal of the wallboard installation and resetting of the outlets at the expense of the subcontractor. Face of gypsum wallboard shall not protrude more than 1/16" beyond face of device box. 54 Locate either edge or end joints over supports, except in horizontal applications or where intermediate supports or gypsum wallboard back blocking is provided behind end joints. Position boards so that 57 like edges abut, tapered edges against tapered edges and mill -cut or field -cut ends against mill -cut or field -cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over #0217 CITY OF YAKIMA GYPSUM WALLBOARD KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09255 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON different studs on opposite sides of partitions. 3 Attach gypsum wallboard to supplementary framing and blocking provided for additional support at openings and cutouts. All gypsum wallboard edges shall be fully supported at all corners, partition intersections, openings etc. 6 Cover both faces of stud partition framing with gypsum wallboard in concealed spaces. s Isolate perimeter of non -load- bearing gypsum wallboard partitions at structural abutments. Provide 1/4" to 1/2" space and trim edge with "J" bead edge trim. Seal joints with acoustical sealant. 12 Space fasteners in gypsum wallboards in accordance with referenced gypsum wallboard application and finishing standard and Manufacturer's recommendations. 15 Do not cut or otherwise damage vapor retarder membranes. GYPSUM WALLBOARD APPLICATION FOR ASSEMBLIES: 18 General: Refer to the cover sheet of the drawings for a summary of requirements. 21 Interior Partition Walls (Steel and Wood Studs on 16" Centers): Install gypsum wallboard on both sides with type "S" gypsum wallboard screws per GA File No. WP3605 assembly. 24 Ceiling /Roof Framing Protection (Framing at 16" Centersl: Install one (1) layer gypsum wallboard using lengths of type S gypsum wallboard screws. 27 INSTALLATION OF GYPSUM WALLBOARD TRIM ACCESSORIES: General: Where feasible, use the same fasteners to anchor trim accessory flanges as required to 33 fasten gypsum wallboard to the supports. Otherwise, fasten flanges to comply with Manufacturer's recommendations. 33 Install corner beads at external corners. Install metal edge trim whenever edge of gypsum wallboard would otherwise be exposed or semi - 36 exposed. Provide type with face flange to receive joint compound. Install "J" -type trim where edge is exposed, revealed, gasketed or sealant - filled. 39 FINISHING OF GYPSUM WALLBOARD: General: Apply joint treatment at gypsum wallboard joints (both directions), flanges of corner bead, 42 edge trim and control joints, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for decoration. 45 Pre -fill open joints and rounded or beveled edges, if any, using setting -type joint compound. Apply ioint tape at joints between gypsum wallboards, except where trim acuubburies are indicated. 48 Finish interior gypsum wallboard by applying joint compounds in three (3) coats (not including pre -fill of openings in base), and sand between coats and after last coat. 51 APPLICATION OF TEXTURE FINISH: 54 Surface Preparation and Primer: Prepare and prime gypsum wallboard and other surfaces in strict accordance with texture finish Manufacturer's instructions. Apply p • to all surfaces to receive ri111Gi to Uii J41 t..V Vv texture finish. 57 Primer specified herein is in addition to primer and paint coats specified in Section 09900. #0217 CITY OF YAKIMA GYPSUM WALLBOARD KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09255 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Texture Finish Application: Mix and apply texture finish, after prime painting coat, to all gypsum a wallboard walls scheduled to receive paint finish in strict accordance with Manufacturer's instructions to produce a uniform texture matching approved samples without starved spots or other evidence of thin application, and free of application patterns. 6 Remove any texture droppings or over -spray from door frames, windows and other adjoining construction. 9 PROTECTION: 12 Provide final protection and maintain conditions, in a manner suitable to installer, which ensures gypsum wallboard construction being without damage or deterioration at time of Substantial Completion. 15 END OF SECTION 09255 #0217 CITY OF YAKIMA CERAMIC TILE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09300 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 PART 1 — GENERAL RELATED DOCUMENTS: 6 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. 9 SUMMARY: 12 This section includes unglazed ceramic mosaic wall (wainscot) and floor tile. Extent of tile work is indicated on Room Finish Schedule and on Drawings. Include 20% of tile in 15 Restrooms to be accent tile for bidding purposes. Use Color Group Two for accent tile. Edge accessories are to be provided to allow smooth transition between dissimilar materials. 16 Related Sections: The following sections contain requirements that relate to this section. 21 Division 4 Section, Unit Masonry, for masonry construction. Division 3 Section, Concrete Work, for monolithic slab finish specified for tile substrate. 24 SUBMITTALS: 27 Product Data: Submit for file, grout and each accessory material. Samples for Initial Selection Purposes: Submit manufacturer's color charts consisting of actual tiles or 35 sections of tiles showing full range of colors, textures and patterns available for each type of tile indicated. Include samples of grout and accessories involving color selection. 33 Samples for Verification Purposes: Submit samples for each type of tile and for each color and texture required, not less than 12" square, on plywood or hardboard backing and grouted and full size samples for each type of trim, accessory and for each color. 36 QUALITY ASSURANCE: 39 Source of Materials: Provide materials obtained from one source for each type and color of tile grout and setting materials. 42 DELIVERY, STORAGE, AND HANDLING: Deliver and store packaged materials in original containers with seals unbroken and labels intact until 45 time of use. Prevent damage or contamination to materials by water, freezing, foreign matter or other causes. 48 PROJECT CONDITIONS: Maintain environmental conditions and protect work during and after installation to comply with standards and manufacturer's nted recommendatono 51 referenced JlQ11UQl UJ a11U pl recommendations. printed 1 GNVI I II I Iri114G1u V1 �J. V temporary h t ex t e ri o r t p e nt damage to tile work from carbon dioxide hi � ilrl{ �n r • 54 Maintain temperatures at not less than 50° F in tiled areas during installation and for 7 days after completion, unless higher temperatures are required by referenced installation standard or manufacturer's instructions. #0217 CITY OF YAKIMA CERAMIC TILE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09300 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 EXTRA MATERIALS: Deliver extra materials to Owner. Furnish extra materials that match products installed as described 6 below, packaged with protective covering for storage and identified with labels clearly describing contents. s Tile and Trim Units: Furnish quantity of full -size units equal to I percent of amount of field tile and 3 percent of amount of trim and base tile installed, for each type, composition, color, pattern and size. 12 PART 2 - PRODUCTS 15 Manufacturers: Subject to compliance with requirements, provide ceramic tile, mortar and grout of the following manufacturers: 18 Crossville Ceramics Thompson Tile Co. 21 American Olean Tile Go., Inc. Dal -Tile Corp. United States Ceramic Tile Go. 24 Summitville Tile, Inc. Equal with prior approval 27 PRODUCTS, GENERAL: ANSI Standard for Ceramic Tile: Comply with ANSI A137.1 "American National Standard 30 Specifications for Ceramic Tile" for types and grades of tile indicated. Furnish file complying with "Standard Grade" requirements unless otherwise indicated 33 ANSI Standard for Tile Installation Materials: Comply with ANSI standard referenced with products and materials indicated for setting and grouting. 36 Colors, Textures and Patterns: For tile, grout and other products requiring selection of colors, surface textures or other appearance characteristics, provide products to match characteristics indicated or, if 39 not otherwise indicated, as selected by Architect from manufacturer's standards. Provide selections made by Architect from manufacturer's full range of standard colors, 42 textures and patterns for products of type indicated. Allow for a total of 4 colors, unless indicated otherwise. 45 Provide tile trim and accessories which match color and finish of adjoining flat tile, includes bull nose and cove base trim, unless indicated otherwise. 48 Provide accent color tiles as shown on drawings TILE PRODUCTS: 51 General Requirements for Ceramic Tile for Floor and Base: Provide flat tile complying with the following requirements: 54 • Composition: Porcelain Nominal Facial Dimensions: 8" x 8" standard unglazed ceramic mosaic tile. 57 Nominal Thickness: 5 /16inches. Base Dimensions: 6 x 8 cove base Face: Plain with cushion edges, pattern of design to be determined after bid. #0217 CITY OF YAKIMA CERAMIC TILE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09300 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 Porcelain Floor Tile for Rooms 105, 105A, 107 and 107A: Provide square- edged, flat tile complying with the following requirements: Tile floors must meet the Federal ADA requirements for slip resistant 6 floors. Wearing Surface: 8 x 8 porcelain tile. 9 Nominal Facial Dimensions: 8" x 8" Nominal Thickness: 5/16 inches Face: Plain with cushion edges cushioned. 12 Base: 6 x 8 cove base, "A" series (UPS) by Crossville Ceramics. Color: "A" Series Cross -Sheen (UPS) by Crossville Ceramics. 15 TRIM UNITS: 18 Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements: 21 Size: As indicated, coordinated with sized and coursing of adjoining flat tile where applicable. 24 Shapes: As follows, selected from manufacturers standard shapes Base for Thinset Mortar Installations: coved. 27 Internal Corner: Coved internal angled corners for coved base and cap angle pieces designed to member with stretcher shapes. 30 Crack Isolation Membrane: 8 mm scrim reinforced elastomeric sheet installed over floor cracks. 33 SETTING MATERIALS (INTERIOR): 36 Portland Cement Epoxy Mortar and grout Installation Materials: Provide materials complying with ANSI A118.3 and TCA No. F131 -02 and as specified below. 39 Latex additive (water emulsion) described below, serving as replacement for part or all of gauging water, of type specifically recommended by latex additive manufacturer for use with job -mixed portland cement and aggregate mortar bed. 42 Latex Additive: Manufacturer's standard. 45 Base: Epoxy Portland Cement Mortar: ANSI A118.3. 48 Floors: • 51 Epoxy - Portland Cement Mortar: A118.3 at all floors. Prepackaged dry mortar mix composed of Portland cement, graded aggregate, and the 54 following dry polymer additive in the form of a re- eniulsifiabe powder to which only water is added at job site. 57 Liquid Acrylic Latex Additive: Manufacturer's standard. #0217 CITY OF YAKIMA CERAMIC TILE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09300 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 Chemical- Resistant, Water - Cleanable Ceramic Tile Setting and grouting epoxy: ANSI A118.3 6 Provide product capable of resisting continuous and intermittent exposure to temperatures of up to 140 degrees F. (60 degrees C.) and 212 degrees F. (100 degrees C.), respectively, as certified by mortar manufacturer for use with exterior accent tile. 9 GROUTING MATERIALS: 12 Latex- Portland Cement Grout: Provide product complying with ANSI A118.3 and of colors required to match architects selections. 15 MISCELLANEOUS MATERIALS: Metal Edge and Reducer Strips: Zinc alloy or stainless steel terrazzo strips, 1/8-inch wide at top edge 18 with integral provision for anchorage to mortar bed or substrate unless otherwise indicated. Manufacturer: Schulter Systems 21 Equal with prior approval. MIXING MORTARS AND GROUT: 24 Mix mortars and grouts to comply with requirements of referenced standards and manufacturers for accurately proportioning of materials, water or additive content, mixing equipment and mixer speeds, 27 mixing containers, mixing time and other procedures needed to produce mortars and grouts of uniform quality with optimum performance characteristics for application indicated. 30 PART 3 - EXECUTION 33 Examine surfaces to receive tile work and conditions under which tile will be installed. Do not proceed with tile work until surfaces and conditions comply with requirements indicated in referenced tile installation standard. 36 INSTALLATION, GENERAL: 39 ANSI Tile Installation Standard: Comply with applicable parts of ANSI 118 series of file installation standards included under "American National Standard Specifications for the Installation of Ceramic Tile ". 42 TCA Installation Guidelines: TCA "Handbook for Ceramic Tile Installation "; comply with TCA installation methods indicated or, if not otherwise indicated, as applicable to installation conditions 45 shown. Extend tile work into recesses and under or behind equipment and fixtures, to form a complete 48 covering without interruptions, except as otherwise shown. Terminate work neatly at obstructions, edges and corners without disrupting pattern or joint alignments. s, Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built -in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, collars or 54 covers overlap tile. Jointing Pattern: Unless otherwise shown, lay tile in grid pattern. Align joints of adjoining tiles on floor, 57 base, walls and trim. Layout tie work and center file fields in both directions in each space or on each wall area. Adjust to minimize tile cuffing. Provide uniform joint widths. #0217 CITY OF YAKIMA CERAMIC TILE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09300 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 For tile mounted in sheets make joints between tile sheets same width as joints within tile sheets so that extent of each sheet is not apparent in finished work. 6 Metal edge strip: Install metal edge strip at joint between ceramic tile and vinyl composition tile. Grout tile to comply with the requirements of ANSI A118.3. 9 CRACK ISOLATION FOR THINSET TILE INSTALLATIONS: 12 Install crack isolation membrane in compliance with manufacturer's instruction to produce an isolation membrane of uniform thickness bonded securely to substrate. 15 Do no install tile over isolation membrane until mortar has cured. FLOOR AND BASE INSTALLATION METHODS: 18 Ceramic Tile: Install tile to comply with requirements indicated below for setting bed methods, TCA installation methods related to types of subfloor construction, and grout types: (Level floors as 21 required to provide a level perimeter for base tile). Epoxy Portland Cement Mortar: ANSI A118.3 24 Concrete Subfloors: TCA F131 -02 Thinset Grout: Epoxy 27 Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring stops at door openings and other flooring that finishes flush with top of tile. 30 CLEANING AND PROTECTION: Cleaning: Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free 33 of foreign matter. Unglazed tie may be cleaned with acid solution only when permitted by tile and grout 36 manufacturer's printed instructions, but no sooner than 14 days after installation. Protect metal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. 39 Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken, unbonded or otherwise defective tile work. 42 Protection: When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with kraft paper or other heavy 45 covering during construction period to prevent staining, damage and wear. Prohibit foot and wheel traffic from using tiled floors for at least 7 days after grouting is completed. 48 Before final inspection, remove protective coverings and rinse neutral cleaner from file surfaces. 51 END OF SECTION 09300 #0217 CITY OF YAKIMA RESILIENT BASE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09665 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. SUMMARY: 9 Extent of resilient base is as shown on drawings and schedules, and as specified herein. 12 QUALITY ASSURANCE: Manufacturer: Provide each type of resilient base as produced by a single Manufacturer, including 15 recommended primers, adhesives, sealants and leveling compounds. SUBMITTALS: 18 Product Data: Submit Manufacturer's technical data for each type of resilient base. 21 Samples for Selection Purposes: Submit Manufacturer's standard color charts in form of actual sections of resilient base showing full range of colors. 24 Maintenance Instructions: Submit two copies of Manufacturer's recommended maintenance practices for each type of resilient base. 27 PROJECT CONDITIONS: Maintain minimum temperature of 65 degrees F. in spaces to receive resilient base for at least 48 30 hours prior to installation, during installation, and for not less than 48 hours after installation. Store resilient base materials in spaces where they will be installed for at least 48 hours before beginning installation. Subsequently, maintain minimum temperature of 55 degrees F. in areas where work is 33 completed. Install resilient base after other finishing operations, including painting, have been completed. Do not 36 install resilient base over concrete slabs until cured and sufficiently dry to achieve bond with adhesive as determined by Manufacturer's recommended bond and moisture test. 32 Warranty: Submit copy of Manufacturer's written warranty covering materials. Executed warranty to be submitted at substantial completion. 42 Warranty covers materials only. Warranty extends only to the original user. 45 Warranty Period: Five years from date of purchase. 48 PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS: 51 Manufacturer: Subject to compliance with requirements provide products of one of the following. 54 Rubber Wall Base (RB): Mercer - Rubbermyte 57 Roppe Corporation Equal, with prior approval #0217 CITY OF YAKIMA RESILIENT BASE KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09665 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3 RUBBER BASE: Rubber Wall Base (RB): Provide rubber base complying with F -1861, 4" height x 1/8" gauge, standard 6 top -set cove type with pre- manufactured corners. Adhesives (Cements): Waterproof, stabilized type as recommended by base Manufacturer to suit 9 material and substrate conditions. 12 PART 3 - EXECUTION INSPECTION: 15 Require installer to inspect wall surfaces to determine that they are satisfactory. A satisfactory sub - floor surface is defined as one that is smooth and free from cracks, holes. ridges. coatings preventing 18 adhesive bond and other defects impairing performance or appearance. Do not allow resilient base work to proceed until wall surfaces are satisfactory. 21 PREPARATION AND INSTALLATION: 24 Apply wall base to walls after cleaning, casework and other permanent fixtures or areas where base is • required. Install base in lengths as Tong as practicable, with performed corner units, or fabricated from base materials with mitered or coped inside corners. Tightly bond base to substrate throughout length 27 of each piece, with continuous contact at horizontal and vertical surfaces. On masonry surfaces, or other similar irregular substrates, fill voids along top edge of resilient 30 wall base with manufacturer's recommended adhesive filler material. Condition all base materials and adhesives to room temperature prior to starting the installation. 33 CLEANING AND PROTECTION: 36 Protect base against damage during construction period to comply with resilient base Manufacturer's directions. Provide protective coverings if required to maintain base in undamaged condition. 39 Clean resilient base not more than four days prior to date scheduled for inspections intended to establish date of Substantial Completion of project. Remove any temporary protection materials. 42 Clean resilient base by method recommended by resilient flooring Manufacturer. 45 END OF SECTION 09665 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 This Section includes surface preparation, painting and finishing of exposed interior and exterior items and surfaces. 12 Surface preparation, priming and finish coats specified in this Section are in addition to shop priming and surface treatment specified under other Sections. 15 Paint all exposed surfaces in the area of work whether or not colors or finishes are designated in "schedules" or whether surfaces are indicated to be "painted ", except, where a surface or material is 18 specifically indicated not to be painted, is indicated to remain natural or is indicated to receive a special coating specified elsewhere. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will 21 select from standard colors or finishes available. Painting work for this project shall include (but is not limited to): 24 All interior gypsum wallboard assemblies. All metal doors 27 All exposed sheet metal ductwork. All unpainted metal exposed to view. All shop primed metal surfaces exposed to view. 30 Painting of all galvanized and prime painted steel. Accessories including flashing assemblies not pre- finished. Paint all access panels that do not match adjacent surface whether prefinished or not. 33 All exposed Mechanical Equipment, piping, fan hoods and similar items. Priming work specified in Division 9 Section, Gypsum Wallboard commonly know as "pre- prime" is in 36 addition to priming and work specified in this section. Painting is not required on pre- finished items, finished metal surfaces, concealed surfaces, operating 39 parts, and labels where specifically indicated. Finished metal surfaces not to be painted include: 42 Anodized or factory finished aluminum Stainless steel 45 Chromium plated copper, bronze or brass Pre - finished metal flashing, siding, and accessories 48 Do not paint over labels, including: Underwriter's Laboratories 51 Factory Mutual Other code - required labels Equipment name, identification, performance rating or nomenclature plates. 54 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Related Sections: The following sections contain requirements that relate to this Section: 3 Division 3 Section, Concrete Division 4 Section, Unit Masonry Division 5 Section, Metal Fabrications, for shop - primed ferrous metal to be painted 6 Division 5 Section, Cold- Formed Metal Framing Division 7 Section, Flashing and Sheet Meta! Division 8 Section, Steel Door and Frames 9 Division 9 Section, Gypsum Wallboard Divisions 15 and 16: Painting, coatings and finishes for mechanical and electrical work located in concealed and service areas are specified in Divisions 15 and 16, respectively. 12 DEFINITIONS: 15 "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials not indicated as work of other Sections whether used as prime, intermediate or finish coats. 18 SUBMITTALS: 21 Product Data: Provide an itemized listing of products proposed for use. Organize and order to correspond to products and systems specified herein. Provide Manufacturer's specification and application instructions for each product. 24 Samples for initial color selection in the form of Manufacturer's color charts. 27 After initial color selection, the Architect will furnish a color schedule for surfaces to be coated. Samples for Verification Purposes: Provide samples of colors and materials to be applied, with texture 30 to simulate actual conditions. Sample size to be approximately 8" x 10 ". Re- submit until required sheen, color and texture is achieved. 33 After all color submittals have been submitted and reviewed, the Architect will provide a Color Schedule to the General Contractor. 36 QUALITY ASSURANCE: Single- Source Responsibility: Provide primers and undercoat paint produced by the same 39 Manufacturer as the finish coats. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of 42 the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 45 Notify the Architect of problems anticipated using the materials specified and request clarification if in doubt as to coating system intended for application to each substrate. 48 Material Quality: Provide the Manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying Manufacturer's product identification will not be acceptable. 51 Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other approved manufacturers. 54 The Owner shall retain and pay a!l costs and fees associated with inspections for retaining a painting- testing agency. 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Work in this Section may be inspected upon request of the Owner and tested in accordance with the provisions of the Architectural Specifications Manual's latest edition. Inspection agency shall be 3 approved by Specification Services. The inspection agency shall have full access to the work and be given full cooperation at all times by the Contractor in the performance of their duties inspecting and testing the work. 6 Pre - Installation Conference: Prior to start of installation of painting systems, meet at project site with installers of other work requiring painting including mechanical and electrical work. Review areas of s potential interference and conflicts, and coordinate layout and support provisions for interfacing work. Coordinate with provisions of Division 1 Section 01200, Project Meetings. 12 DELIVERY, STORAGE AND HANDLING: 15 Deliver materials to the job site in the Manufacturer's original, unopened packages and containers bearing Manufacturer's name and label. 16 Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 degrees F. Maintain containers used in storage in a clean condition, free of foreign materials and residue. 21 Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from 24 fire and health hazards resulting from handling, mixing and application. JOB CONDITIONS: 27 Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees F. and 90 degrees F. 30 Apply solvent- thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees F. and 95 degrees F. 33 Do not apply paint in snow, rain, fog or mist, when the relative humidity exceeds 85 %, at temperatures less than 5 degrees F. above the dew point or to cold, damp or wet surfaces. 36 Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the Manufacturer during 39 application and drying periods. 42 PART 2 - PRODUCTS MANUFACTURERS: 45 Manufacturer: Subject to compliance with requirements, except as otherwise indicated, provide products of one of the following, or approved: 48 Tamms Benjamin Moore and Co. (Moore) 51 Columbia Paint Co. (Columbia) The Sherwin Williams Company (S -W) Equal, with prior approval 54 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PRIMERS, SEALERS AND FILLERS: 3 Latex -Based White Primer: Latex -based primer coating used on interior gypsum wallboard. Moore: Super Spec. Latex Enamel Undercoat and Primer Sealer (253) 6 Columbia: 02- 735 -PP Latex Primer S-W: PrepRite 200 Interior Latex Primer B28W200 9 Rust - Inhibiting Primer: Quick- drying, rust - inhibiting primer for priming ferrous metal on the exterior and on the interior under alkyd enamels: 12 Moore: I.M.C. Acrylic Metal Primer (M06) Columbia: 04- 022 -PP Red Oxide Metal Primer Zinc Phosphate S -W: Kem Kromik Universal Metal Primer B50Z Series 15 Galvanized Metal Primer: Primer used to prime interior and exterior zinc - coated (galvanized) metal c1 irfarec• 18 Moore: I.M.C. Acrylic Metal Primer (M04) Columbia: 05- 255 -PP Galva -Prime • 21 S -W: Galvite HS B50WZ30 Concrete Floor Sealer: Sealer for new, existing concrete and concrete topping. 24 Tamms: Luster Seal (non - yellowing) 27 Acrylic Biock Filler: Heavy -duty latex block fillers used for filling open textured interior concrete masonry block before application of topcoats: 30 Moore: Super Craft Latex Block Filler (285) Columbia: 01- 044 -PP High Build interior / Exterior Latex Biock Filler • S -W: Heavy Duty Block Filler B42W46 33 Epoxy Primer: Primer used under two -part epoxy coating system to prime gypsum wallboard and concrete masonry surfaces. 36 Moore: Super Spec. Latex Enamel Undercoater and Primer Sealer (253) Columbia: 02- 735 -PP Latex Enamel Undercoater 39 S -W: PrepRite Classic Interior Latex Primer B28W101 EXTERIOR FINISH PAINT MATERIAL: 42 Eggshell Acrylic Latex: For use over, exterior wood and concrete masonry. 45 Moore: Super Spec. 100% Acrylic Exterior Satin (184) Columbia: 01-237 Extra Exterior Acrylic Latex Velvet J VV. A-100 Exterior Latex Satin A82 48 Alkyd Gloss Enamel: Weather- resistant high -gloss enamel for use over primed ferrous and galvanized metal surfaces: 51 Moore: I.M.C. Urethane Alkyd Gloss Enamel (M22) Columbia: 04 -400 Series Polyurethane Industrial Gloss Enamel S -W: Industrial Enamel B -54 Series 54 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON INTERIOR FINISH PAINT MATERIAL: 3 Semi -Gloss Enamel: For use over a primer on plywood finish surface: Moore: Super Spec. Latex Semi -Gloss Enamel (276) 6 Columbia: 01 -262 Series Acry- Shield Semi -Gloss Enamel S -W: ProMar 200 Interior Latex Semi -Gloss Enamel B31W200 Series s Latex Semi -Gloss Enamel: For use over a primer on gypsum wallboard: Moore: Super Spec. Latex Semi -Gloss Enamel (276) 12 Columbia: 02- 042 - Series Masterpiece Hi- Performance Int. /Ext. Acrylic Semi -Gloss S -W: ProMar 200 Semi -Gloss B31W200 Series 15 Interior Semi -Gloss Odorless Alkyd Enamel: Low -odor, semi - gloss, alkyd enamel for use over a primer on both ferrous and zinc - coated (galvanized) metal surfaces and over a primer on masonry: 18 Moore: Super Spec. Alkyd Semi -Gloss Enamel (C271) Columbia: 03 -241 Series Alkyd Int. /Ext. Semi -Gloss Enamel S -W: Pro Classic Interior Alkyd Semi -Gloss B34 Series. 21 Two -Part Epoxy Coating: Water -based or solvent -based epoxy 113 coating system for use over primed concrete, masonry, gypsum wallboard in Rooms 2,3 and 4 on ceilings and walls above 24 fiberglass panels Moore: I.M.C. Acrylic Epoxy Coating (M43/M44 -84) 27 Columbia: Equal to Sherwin- Williams S -W: Water -based Catalyzed Epoxy B70 -500 Series 30 PART 3 - EXECUTION 33 EXAMINATION: Examine substrates and conditions under which painting will be performed for compliance with 36 requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. 39 Start of painting will be construed as the applicator's acceptance of surfaces and conditions within a particular area. 42 PREPARATION: General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, 45 lighting fixtures and similar items in place that are not to be painted or provide surface - applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each 48 space or area, has items re- installed by workers skilled in the trades involved. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to 51 cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet or newly painted surfaces. 54 Surface Preparation: Clean and prepare surfaces to be painted in accordance with the Manufacturer's instructions for each particular substrate condition and as specified. #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Provide barrier coats over incompatible primers or remove and re- prime. Notify Architect in writing of problems anticipated with using the specified finish -coat material with substrates 3 primed by others. Where painting work is applied to previously finished and other existing surfaces, fill all holes 6 and splits and prepare as necessary to provide a good sound substrate, compatible with, and forming a good bond with new materials. Provide completed work as required to result in finished appearance indistinguishable from unblemished new finished work. 9 At previously painted or finished surfaces, unless indicated otherwise, either remove existing finishes entirely and finish as specified for new work of applicable category or 12 remove all flaking or poorly adhered existing finishes and sand as required to completely feather existing finish to a smooth uniform substrate. Treat and finish all "bare" portions of existing substrates as specified for new work. 15 Cementitious Materials: Clean surfaces of dirt, oil and other foreign substances with scrapers grinrierc nr wire brushes as required FiII surfaces exposed to view smooth and 18 dust off. In areas of severely soiled surfaces, clean the surfaces by steam cleaning or lightly sandblasting. 21 Severely soiled existing surfaces: Steam clean or lightly sandblast the surface of concrete or masonry to remove the 24 dirt, paint, oil, soot, smoke, grease or other foreign substances. Cover all existing equipment, outlets, conduit, piping and other items to prevent damage to the existing systems. 27 After the surface is sufficiently clean, install a test area and perform destructive test to insure a proper adhesion to the substrate. 30 Coordinate the timing of cleaning with the Owner and other trades prior to commencing work. 33 Ferrous Metals: Clean non - galvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale and other foreign substances. Use solvent or 36 mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. 39 Prepare steel surfaces as recommended by the painting /coating Manufacturer for each condition /application. 42 Touch up bare areas and shop - applied prime coats that have been damaged. Wire - brush clean with solvents recommended by the paint Manufacturer and touch up with the same primer as the shop coat. 45 Galvanized Surfaces: Clean galvanized surfaces with non - petroleum based solvents so that the surface is free of oil and surface contaminants. R emove p t rea t men t fr galvanized 48 sheet metal fabricated from coil stock by mechanical methods. Prepare galvanized surfaces as recommended by the painting /coating Manufacturer 51 for each condition /application. Materials Preparation: Carefully mix and prepare paint materials in accordance with Manufacturer's 54 directions. Maintain containers used in mixing and application of paint in a clean condition, free of foreign 57 materials and residue. #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain 3 material before using. Use only thinners approved by the paint Manufacturer, and only within recommended limits. 6 APPLICATION: 9 Apply paint in accordance with Manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 12 Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions detrimental to formation of a durable paint film. 15 Provide finish coats that are compatible with primers used. The minimum number of coats and film thickness required is the same regardless of the 18 application method. Do not apply succeeding coats until the previous coat has cured as recommended by the Manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the Manufacturer's directions. 21 The number of coats specified is a minimum. Apply additional coats when undercoats, stains or other conditions show through final coat of paint until paint film is of uniform finish, color 24 and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 27 The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, convector covers, grilles and similar components are in place. Extend coatings in these areas 30 as required to maintain the system integrity and provide desired protection. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. 33 Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. 36 Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, non - specular black paint. 39 Paint backsides of access panels and removable or hinged covers to match exposed surfaces. 42 Finish doors scheduled to be painted, if applicable, on tops, bottoms and side edges same as faces. 45 Sand lightly between each succeeding enamel coat. Omit primer on metal surfaces that have been shop - primed and touch -up painted. 48 Scheduling Painting: Apply first coat to surfaces that have been cleaned, pre- treated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface 51 deterioration. Allow sufficient time between successive coats to permit proper drying. Do not re -coat until 54 paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure and where application of another coat of paint does not cause lifting or Toss of adhesion of the undercoat. 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Minimum Coating Thickness: Apply materials at not less than the Manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the 3 Manufacturer, but not Tess than that specified herein. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the 6 Manufacturer to material that is required to be painted or finished and has not been prime coated by others. Re-coat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient 9 sealing. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform 12 finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, roughness or other surface imperfections will not be acceptable. 15 Transparent (Clear or Translucent) Finishes: Use multiple coats to produce a smooth, uniform surface film of even luster. Provide a finish free of laps, cloudiness, color irregularity, runs, brush marks, orange peel, pinholes or other surface imperfections. 18 Completed Work: Match approved samples for color, texture and coverage. Remove and replace, re- finish or re -paint work not in compliance with specified requirements. 21 CLEANING: 24 Cleanup: At the end of each workday, remove empty cans, rags, rubbish and other discarded paint materials from the site. 27 Upon completion of painting clean glass and paint- spattered surfaces. Remove spattered paint by washing and scraping using care not to scratch or damage adjacent finished surfaces. 30 PROTECTION: Protect work of other trades, whether to be painted or not, against damage by painting. Correct 33 damage by cleaning, repairing or replacing and re- painting, as acceptable to Architect. Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings 36 provided by others for protection of their work after completion of painting operations. At completion of construction activities of other trades, touch up and restore damaged or 39 defaced painted surfaces. 42 EXTERIOR PAINT SCHEDULE: General: Provide the following paint systems for the various substrates indicated. The total dry fill 45 thickness of paint under this contract shall not be less than 2.5 mils. The intent of this schedule is to provide a painted finish on all surfaces with the exception of exterior face of concrete masonry units, pre-finished me t a l wa il root an d soffit pan pre- finishers metal fiachings and copings, pre - finished 48 architectural wall louvers, aluminum entrance and storefront system, or aluminum windows. Ferrous Metal: Primer is not required on shop - primed items except touch -up of damaged areas. 51 (Paint all hollow -metal frames, doors, ladders, hangers, brackets, pipes, rails, stairs, bollards, plates, angles, beams channels, frames and similar items exposed to view.) 54 Alkyd Gloss Enamel: Two finish coats over primer (2.5 mils). Primer: Rust - Inhibiting Primer 57 First Coat: Alkyd Gloss Enamel Second Coat: Alkyd Gloss Enamel #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 - 9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Zinc Coated (Galvanized) Metal and Sheet Metal: (Paint all conduit, flashing, pipe, curbs, ducts, • vents, louvers, mechanical units and similar items, on metal roofing and siding and trims.) 3 Alkyd Gloss Enamel: Two finish coats over primer (2.5 mils). Primer: Galvanized Metal Primer 6 First Coat: Alkyd Gloss Enamel Second Coat: Alkyd Gloss Enamel 9 All New and Existing Wood Trim, & Overlay Plywood Ceiling & Siding Panels: Eggshell Acrylic Latex: Two coats finish over primer (2.5 mils). 12 Primer: Wood Primer First Coat: Eggshell Acrylic Latex 15 Second coat: Eggshell Acrylic Latex 18 INTERIOR PAINT SCHEDULE: 21 General: Provide the following paint systems for the various substrates indicated. The total dry fill thickness of paint under this contract shall not be less than 2.5 mils. The intent of this schedule is to provide a painted finish on all surfaces with the exception of pre- finished stainless steel, plastic 24 laminate, sanitary wall finish, aluminum entrance and storefront system, or aluminum windows. Concrete Masonry Walls — Two -Part Epoxy Finish: 27 Two -Part Epoxy Finish System: Two finish coats over primer (5.0 mils). 30 Primer: Epoxy Primer over two coats of compatible concrete block filler. First Coat: Two -Part Epoxy Coating Second Coat: Two -Part Epoxy Coating 33 Gypsum Wallboard Walls and Ceilings: 36 Latex Semi -Gloss Enamel: Two coats over primer (2.5 mils). 39 Primer: Latex -Based White Primer First Coat: Latex Semi -Gloss Enamel Second Coat: Latex Semi -Gloss Enamel 42 Gypsum Wallboard - Two -Part Epoxy Finish: (Refer to Roof Finish Schedule and notes on Drawings; some rooms have multiple room finishes). 45 Two -Part Epoxy Finish System: Two finish coats over primer (5.0 mils). 48 Primer: Epoxy Primer First Coat: Two -Part Epoxy Coating Second Coat: Two -Part Epoxy Coating 51 Ferrous Metal and Black Iron: (Paint all exposed, new steel structure, cover plates, hollow -metal doors, frames, pipe, conduit, and similar items exposed to view not painted with epoxy.) (Refer to 54 Finish Schedule and notes on Drawings.) 57 #0217 CITY OF YAKIMA PAINTING KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 09900 -10 PARKS AND RECREATION DIVISION YAKIMA. WASHINGTON Semi -Gloss Enamel Finish: Two coats over primer (2.5 mils). 3 Primer: Rust- Inhibiting Primer First Coat: Semi -Gloss Odorless Alkyd Enamel Second Coat: Semi -Gloss Odorless Alkyd Enamel 6 Zinc- Coated (Galvanized) Metal: (Paint all steel conduits, pipes, hangers, bollards, railings, supports, brackets, trim louvers, cover plates, and similar items exposed to view not painted with epoxy.) 9 Semi -Gloss Finish: Two coats over primer (2.5 mils). 12 Primer: Rust- Inhibiting Primer First Coat: Semi -Gloss Odorless Alkyd Enamel Second Coat: Semi -Gloss Odorless Alkyd Enamel 15 Cover Plates, and other miscellaneous Manufactured Pre - Finished or Prime Coated Items Located in Painted Walls: Overhead Doors, new and existing. 18 Paint to Match Wall Color: Two coats over primer (2.5 mils). 21 Factory Finish: Factory Finish or Rust - Inhibiting Primer First Coat: Semi -Gloss Odorless Alkyd Enamel or Two -Part Epoxy depending on location. 24 Second Coat: Semi -Gloss Odorless Alkyd Enamel or Two -Part Epoxy depending on location. 27 END OF SECTION 09900 30 #0217 DIVISION 10 - SPECIALTIES CITY OF YAKIMA TOILET COMPARTMENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10155 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes stock, manufactured toilet compartments. 12 Types of toilet compartments include: Solid high density polyethylene Styles of toilet compartments include: Floor- anchored, overhead - braced. 15 Toilet accessories, such as toilet paper holders, grab bars, and coat hooks, are specified in another Division 10 Section. 18 SUBMITTALS: 21 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 24 Product data for materials, fabrication, and installation including catalog cuts of anchors, hardware, fastenings, and accessories. 27 Shop drawings for fabrication and erection of toilet compartment assemblies not fully described by product drawings, templates, and instructions for installation of anchorage devices built into other work. 30 Samples of full range of colors for each type of unit required. Submit 6 -inch- square samples of each color and finish on same substrate to be used in work, for color verification after selections have been 33 made. QUALITY ASSURANCE: 36 Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible, to ensure proper fitting of work. However, allow for adjustments where taking of field 39 measurements before fabrication might delay work. Coordination: Furnish inserts and anchorages which must be built into other work for installation of 42 toilet compartments and related items. Coordinate delivery with other work to avoid delay. 45 PART 2 - PRODUCTS MANUFACTURERS: 48 Available Manufacturers: Subject to compliance with requirements, Manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: 51 Manufacturer: Subject to compliance with requirements, provide products by one of the following: 54 Plastic Laminate: Accurate Partitions Corp. 57 Santana Products Inc. American Sanitary Partition Corp. #0217 CITY OF YAKIMA TOILET COMPARTMENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10155 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Ampco Products, Inc. Bobrick Washroom Equipment, Inc. 3 Columbia Partitions, Inc. DesignRite Partitions, Inc. Flush -Metal Partition Corp. 6 General Partitions Manufacturing Corp. Global Steel Products Corp. Knickerbocker Partition Corp. 9 Lambaton- Universal Metal Products Metpar Steel Products Corp. Monarch Toilet Partitions, Inc. 12 Sanymetal Products Corp. Weis /Robart Partitions, Inc. 15 MATERIALS: G enera l : Provide materials which have been selected for surface flatness and smoothness. Exposed 18 surfaces which exhibit pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable. 21 Panels, doors and pilasters shall be fabricated from high density polyethylene under high pressure forming a single component section which is water proof, non - absorbent and has self - lubricating surface that resists marking with pens, pencils or other utensils. All panels, doors and pilasters are to 24 arrive at the job -site with special protective plastic covering. Characteristics: 27 Dual component compression molded High Density Polyethylene of solid Poly -Mar HD Poly - Marble HD, or Poly= Granite HD virgin resin materials in colors that extend throughout the 30 surface; the panels, doors and pilasters shall have virgin material High Density Polyethylene as the core material. 33 Doors, panels and pilasters shall be a minimum of 1" thick and all edges machined to a radius of 0.250" and all exposed surfaces to be free of saw marks. 36 Panel edge protection: Install aluminum edging strips at the bottom of all doors and panels with vandal resistant stainless steel fasteners. 39 Pilaster Shoes and Caps: ASTM A 167, Type 302/304 stainless steel, not Tess than 3" high, 0.0396 inch thick (20 gauge), finished to match hardware. 42 Stirrup Brackets: Manufacturer's standard design for attaching panels to walls and pilasters, either chromium - plated nonferrous cast alloy ( "Zamac ") or anodized aluminum. 45 Hardware and Accessories: Manufacturer's standard design, heavy duty operating hardware and accessories of stainless steel, nonferrous cast alloy ( "Zamac "). 48 Overhead Bracing: Continuous extruded aluminum, antigrip profile, with clear anodized finish. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel, finished to 51 match hardware, with theft- resistant -type heads and nuts. All concealed anchors are to be stainless steel. 54 FABRICATION: General: Furnish standard doors, panels, screens, and pilasters fabricated for compartment system. 57 Furnish units with cutouts, drilled holes, and internal reinforcement to receive partition - mounted hardware, accessories, and grab bars, as indicated. #0217 CITY OF YAKIMA TOILET COMPARTMENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10155 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Door Dimensions: Unless otherwise indicated, furnish 24" -wide in- swinging doors for ordinary toilet stalls and 34- inch -wide (clear opening) out - swinging doors for stalls equipped for use by handicapped. 3 High Density Polyethylene Compartments and Screens: High Density Polyethylene core material with no splices or joints and with edges eased or rounded. 6 • Overhead - Braced Compartments: Furnish stainless steel supports and leveling bolts at pilasters as recommended by Manufacturer to suit floor conditions. Make provisions for setting and securing 9 continuous, extruded, aluminum, antigrip, overhead bracing at top of each pilaster. Back to wall and across front. Provide shoe at each pilaster to conceal supports and leveling mechanism. 12 Floor- Supported Compartments: Furnish stainless steel anchorage devices complete with threaded rods, lock washers, and leveling adjustment nuts at pilasters to permit structural connection at floor. Provide shoe at each pilaster to conceal anchorage. 15 Wall -Hung Screens: Furnish 14" deep panel units in sizes indicated, of same construction and finish as partition system panels. Note urinal screens may not extend beyond the edge of the urinal. 18 Hardware: Furnish hardware for each compartment to comply with ANSI A117.1 for handicapped accessibility and as follows: 21 Hinges: Cutout inset type, adjustable to hold door open at any angle up to 90 degrees. Provide gravity type, spring- action cam type, or concealed torsion rod type to suit Manufacturer's standards. 24 Latch and Keeper: Recessed latch unit, designed for emergency access, with combination rubber - faced door strike and keeper. 27 Coat Hook: Manufacturer's standard unit, combination hook and rubber - tipped bumper, sized to prevent door hitting mounted accessories. 30 Door Pull: Manufacturer's standard unit for out - swinging doors. Provide pulls on both faces of handicapped compartment doors. 33 FINISH: 36 Color: One of Manufacturer's standard colors in each room, as indicated or, if not indicated, as selected by Architect. 39 PART 3 - EXECUTION 42 INSTALLATION: General: Comply with Manufacturer's recommended procedures and installation sequence. Install 45 compartment units rigid, straight, plumb, and level. Provide clearances of not more than ' /2' between pilasters and panels, and not more than 1" between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that 48 holes for wall anchorages occur in masonry or tile joints. Secure panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with Manufacturer's recommended anchoring devices. 51 Overhead - Braced Compartments: Secure pilasters to floor and level, plumb, and tighten installation with devices furnished. Secure overhead brace to each pilaster across front and back to wall with not 54 less than two fasteners. Hang doors and adjust so that tops of doors are parallel with overhead brace when doors are in closed position. Connect each overhead brace to each other and at each adjacent wall. 57 #0217 CITY OF YAKIMA TOILET COMPARTMENTS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10155 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Floor- Supported Compartments: Set pilaster units with anchorages having not Tess than 2" penetration into structural floor, unless otherwise recommended by partition Manufacturer. Level, 3 plumb, and tighten installation with devices furnished. Hang doors and adjust so that tops of doors are level with tops of pilasters when doors are in closed position. Plaster shoes and caps to fit snugly to pilasters. 6 Screens: Attach with anchoring devices as recommended by Manufacturer to suit supporting structure. Set units to provide support and to resist lateral impact. 9 ADJUST AND CLEAN: 12 Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in- swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out - swinging doors (and entrance swing doors) to return to fully closed position. 15 Clean exposed surfaces of partition systems using materials and methods recommended by Manufacturer, and provide protection as necessary to prevent damage during remainder of 18 construction period. 21 END OF SECTION 10155 #0217 CITY OF YAKIMA FLAGPOLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 10350 -1 PARKS AND RECREATION DIVISION YAKIMA, WA PART 1 - GENERAL 1.1 DESCRIPTION This work consists of furnishing and installing a fixed height, dimensional, ground set, uniform conical taper, seamless tube flagpole 1.2 RELATED WORK A. Excavation and backfill: Section 02200, EARTHWORK. B. Concrete for ground set flagpole: Section 03300, CAST -IN -PLACE CONCRETE. 1.3 SUBMITTALS A. Submit in accordance with Section 01340, SAMPLES AND SHOP DRAWINGS. B. Shop Drawings: For each flagpole, including base and finial ball, showing construction and installation. C. Manufacturer's Literature And Data: Flagpole 1.4 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. American Society for Testing and Materials (ASTM): A167 -89 Stainless and Heat - resisting Chromium - Nickel Steel Revision A Plate, Sheet and Strip B209-89 Aluminum and Aluminum Alloy -Sheet and Plate B241/B241M -89 Aluminum and Aluminum -Alloy Seamless Pipe and Seamless Extruded Tube C. American National Standards Institute Inc. (ANSI): ANSI /NAAMM 1001 -90 Guide Specifications for Design Loads of Metal Flagpoles 1.5 QUALITY ASSURANCE A. Design Criteria: Flagpole and anchorage shall be designed to withstand 90 mph wind velocity when flying flag of appropriate size in accordance with ANSI /NAAM 1001 -90. PART 2- PRODUCTS 2.1 MATERIALS A. Aluminum, Extruded: ASTM B241, alloy 6063 - T6. B. Aluminum, Plate and Sheet: ASTM B209, alloy 1100. C. Stainless Steel: ASTM A167, Class 302 or 304. 5/14/03 CITY OF YAKIMA FLAGPOLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 10350 -2 PARKS AND RECREATION DIVISION YAKIMA, WA 2.2 FABRICATION A. Fabricate flagpole of seamless extruded aluminum tube, uniform conical taper of approximately one inch in every 5.5 feet. Taper shall not exceed 50 percent of outside diameter of pole. When flagpoles are shipped in more than one section, provide i self -ail np sleeves for field joint. Furnish one (1) flagpole 30' exposers hi ht g g l f t e e 1 � one � r flagpole r � _ _.g.... B. Collar: cast or spun aluminum. C. Finial Ball: 0.0747 -inch thick spun aluminum sphere, with seams of ball welded flush and watertight. Mount ball on threaded rod to fit truck. Diameter of ball shall be approximately same as pole butt diameter. D. Truck: Equip pole with extra heavy, revolving, non - fouling, ball bearing type truck with cast aluminum body. Fit truck with two - cast aluminum, nylon bushed sheaves on stainless steel axles. E. Internal Halyard System: flag attachment with stainless steel neoprene or rubber covered counterweight and flag retaining loop; internal winch with brake assembly and removable handcrank; flush mounted access door with full length stainless steel piano hinge, neoprene gasket and flush type, keyed lock assembly; heavy -duty stainless steel aircraft control type cable for flag halyard; and internal reinforcing sleeve at access door periphery. The system shall permit the flag to be raised, lowered, or flown from any level on the pole without entanglement of the internal cable. F. Flagpole Accessories: plated bronze, swivel type snap hooks attached to halyard cable. Furnish one removable handcrank for each flagpole and two sets of keys for each flagpole door lock. 2.3 FINISH A. Finish exposed surfaces of flagpole. B. Flagpole shaft Satin brushed aluminum, then heavily waxed. C. Finial ball: Gold anodized aluminum, then heavily waxed. D. Base and cleats: Finish to match flagpole. E. Stainless Steel (base): As recommended by flagpole manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Set flagpole in sleeved concrete footing. Provide galvanized, corrugated steel sleeve or tube of length shown welded to steel base plates for installation in concrete. B. Wrap top of sleeve with two layers of asphalt felt for distance of two feet down. C. Fill space between pole and metal sleeve to within two inches of top with fine dry sand and fiii balance of space will] waterproof compound. 5/14/03 CITY OF YAKIMA FLAGPOLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 10350 -3 PARKS AND RECREATION DIVISION YAKIMA, WA 3.2 LIGHTNING ROD A. Weld lightning ground rod of 3/4 -inch diameter galvanized steel to base plate at bottom of sleeve or tube, and to steel support plate at grade. END OF SECTION 5/14/03 CITY OF YAKIMA DIRECTORIES & KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 BULLETIN BOARDS PARKS AND RECREATION DIVISION SECTION 10416 -1 YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 This Section includes the following types of directories and bulletin boards: 12 Non - illuminated exterior use directory. Related Sections: The following sections contain requirements that relate to this section: 15 Division 4 Section "Unit Masonry" for backing and anchorage. 18 SUBMITTALS: General: Submit the following in accordance with Conditions of the Contract and Division 1 21 Specification Sections. Product Data: Include manufacturer's construction details relative to materials, dimensions of • 24 individual components, profiles, and finishes. Include manufacturer's data substantiating that tackboard materials comply with requirements indicated. 27 Shop Drawings: Provide dimensioned elevations for each type of directory and bulletin board required; include large -scale sections of typical members and other components. Show anchors, grounds, reinforcement and layout, and indicate finishes. 30 Include setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed as a unit of Work in other Sections. 33 Samples: Provide the following samples of each exposed material, including message strips, letters, and other graphics, for initial selection of colors, patterns, and textures, as required, and for 36 verification of compliance with requirements indicated. Samples for initial selection of color, pattern, and texture: 39 Samples for verification of color, pattern, and texture selected and compliance with requirements indicated. 42 Tackboard: Sample panels not Tess than 8 -1/2 inches by 11 inches for each type of tackboard indicated. Include a sample panel for each color, texture, and pattern 45 required. Samples of each fi type and color, on 6-inch-long im and Accessories: �ampiCa o. eaii i finish � � aiiu wive , sections � y �- 48 not Tess than four (4 ") inch squares of sheet or plate. Where finishes involve normal color and texture variations, include sets showing the full range of variations expected. 51 Certificates: In lieu of laboratory test reports, when permitted by the Architect, submit the manufacturer's certification that vinyl- fabric -faced cork tackboard materials furnished comply with 54 requirements specified for flame spread ratings. 57 0217 CITY OF YAKIMA DIRECTORIES & KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 BULLETIN BOARDS PARKS AND RECREATION DIVISION SECTION 10416 - 2 YAKIMA, WASHINGTON QUALITY ASSURANCE: 3 Installer Qualifications: Engage an experienced Installer who is an authorized representative of the building directory manufacturer for installation and maintenance of the manufacturer's products. 6 Design Criteria: The drawings indicate size, profiles, and dimensional requirements of directories and bulletin boards and are based on the specific type and model indicated. Other directories and bulletin boards by other manufacturers may be considered provided that deviations in dimensions and profiles 9 are minor and do not change the design concept as judged by the Architect. The burden of proof of equality is on the proposer. 12 PROJECT CONDITIONS: Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication 15 to ensure proper fitting. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay. 18 PART 2 - PRODUCTS MANUFACTURERS 21 Manufacturers: Subject to compliance with requirements, provide products of one of the following: 24 Nelson — Harkins Apco Equal with prior approval 27 MATERIALS: 30 Glass: Provide clear, transparent heat strengthened glass, in sizes and thicknesses indicated. Plastic- Impregnated Cork Tackboard: Provide seamless sheet, 1/4- inch -thick ground natural cork 33 compressed with a resinous binder with washable vinyl finish and integral color throughout, laminated to burlap backing. Provide color and texture as selected from the manufacturer's standards. 36 Backing: Factory- laminated cork face sheet to (not less than) 1/4- inch -thick hardboard backing. 39 NON - ILLUMINATED DIRECTORIES: 42 Non - illuminated Directories: Provide Design Manufacturer's Nelson- Harkins standard 244 series non - illuminated directory. The assembly shall consist of perimeter extruded aluminum frame and door with locks. 45 Nelson - Harkin Directory: 48 Shapes and Construction Extruded aluminum frame and door Door locks 51 Cork tackboard Surface mount Size 60" height x 40" width (plus or minus) 54 Finishes 57 Color as selected by Architect 0217 CITY OF YAKIMA DIRECTORIES & KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 BULLETIN BOARDS PARKS AND RECREATION DIVISION SECTION 10416 - 3 YAKIMA, WASHINGTON Mounting: Wall mounted. 3 Modular Frame and Cover Design: Provide individual modular units containing a single column of message strips with or without an integral header panel or with a separate header panel as indicated. 6 ACCESSORIES: 9 Fasteners: Provide screws, bolts, and other fastening devices of the same material as the items being fastened. Provide types, gages, and lengths to suit installation conditions. Use theft-proof 12 fasteners where exposed top view. FABRICATION: 15 General: Fabricate directories to requirements indicated including dimensions, design, and thickness finish of i is Use metals and shapes of thickness, with reinforcing, if needed, t ndi pr l�`P and Tiflf.'�I1 UI materials. Use i I IeIAtJ anu JI iaplra vt ti llsent 1. -a1a7, vela � � s.es i�vi use . t'� 18 flatness, free of "oil canning," and to impart strength for size, design, and application indicated. Fabricate perimeter and cover frames with reinforced corners, mitered to a hairline fit, with no 21 exposed fasteners. Hardware for Covers: Equip covers with the manufacturer's standard hardware of the type 24 indicated. FINISHES: 27 Colors: Where items, other than frames or glazing materials, require color selection to distinguish message background or for other purposes, provide colors as selected by the Architect from the 30 manufacturer's standard colors. 33 PART 3 - EXECUTION INSTALLATION: 36 Install units plumb and level, locate on west wall of Vestibule 002 and verify with Architect exact location prior to installation. Securely attach to the supporting structure 3' -0" above finish floor with 39 concealed fasteners, in accordance with the manufacturer's installation instructions. CLEANING: 42 At completion of the installation, clean surfaces in accordance with the manufacturer's instructions. 45 PROTECTION: Protect installed directories and bulletin boards from damage until aeeepta nce by the Owner. 48 END OF SECTION 10416 0217 CITY OF YAKIMA SIGNS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10425 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of the Contract, including General and Supplementary Conditions 6 and Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 This Section includes the following types of signs: 12 Melamine panel signs with sub - surface graphics Post mounted Building Identification Sign Building name and custom graphics signs 15 Handicapped Accessibility Signs: Fabricate per applicable requirements of Washington State Rules and Regulations for Barrier Free Design and Federal ADA Standards. Provide written 18 confirmation that each sign complies with these requirements. Related Sections: The following Sections contain requirements that relate to this Section: 21 Division 15 Section, Mechanical Identification, for labels, tags, and nameplates for mechanical equipment. 24 Division 16 Section, Electrical Identification, for labels, tags, and nameplates for electrical equipment. 27 SUBMITTALS: General: Submit the following according to the Conditions of the Contract and Division 1 Specification 30 Sections. Product data for each type of sign specified, including details of construction relative to materials, 33 dimensions of individual components, profiles, and finishes. Each sign shall be produced by a single Manufacturer including necessary mounting accessories, fittings and fasteners. 36 Shop drawings showing fabrication and erection of signs. Include plans, elevations, and large -scale sections of typical members and other components. Show anchors, grounds, layout, reinforcement, accessories, and installation details. 39 Provide message list for each sign required, including large -scale details of wording and lettering layout. 42 For signs supported by or anchored to permanent construction, provide setting drawings, templates, and directions for installation of anchor bolts and other anchors to be installed as a 45 unit of Work in other Sections. Samples: Provide the following samples of each sign component for initial selection of color, pattern 48 and surface texture as required and for verification of compliance with requirements indicated. Samples for initial selection of color, pattern, and texture: 51 Melamine surface laminate with phenolic core: Manufacturer's color charts consisting of actual sections of material including the full range of colors available for each 54 material required. Natural Finish Sheet Aluminum for graphics and building name. 57 Samples for verification of color, pattern, and texture selected and compliance with requirements indicated: #0217 CITY OF YAKIMA SIGNS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10425 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Melamine surface laminate with phenolic core: Provide a sample panel not less than 6 -1/2 3 inches by 8 inches for each material, color, texture, and pattern required. On each panel include a representative sample of the graphic image process required, showing graphic style, and colors and finishes of letters, numbers, and other graphic devices. 6 Natural Finish Sheet Aluminum for graphics and building name. 9 QUALITY ASSURANCE: Sign Fabricator Qualifications: Firm experienced in producing signs similar to those indicated for this 12 Project, with a record of successful in- service performance, and sufficient production capacity to produce sign units required without causing delay in the Work. 15 Sign finish shall be smooth, free of scratches, gouges and other imperfections. Sign edges shall be straight, smooth and free of cutting marks and other imperfections. Sign material laminations shall be smooth, consistent and free of bubbles, bulging anri foreign matter and shall not delaminate or cause JIIIVVIt I, Ln11JIJl�.I lL glll! free of w. �,.vvi....., bulging ... . ... . � . J .. ... and not discoloration or deterioration of any materials used in fabrication. Design Concept: The specifications indicate sizes, profiles, and dimensional requirements of signs 21 and are based on the specific types and models indicated. Sign units by other Manufacturers may be considered provided deviations in dimensions and profiles do not change the design concept as judged by the Architect. The burden of proof of equality is on the proposer. 24 PROJECT CONDITIONS: 27 Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting. Show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay. 30 PART 2- PRODUCTS 33 MANUFACTURERS: 36 Manufacturers: Subject to compliance with requirements, provide products by one of the following: Manufacturers of Panel, Painted and Silk Screen Signs: 39 Best Manufacturing Company Bunting Graphic, Inc. 42 Equal with prior approval. Manufacturers of Natural Finish Aluminum Signs: 45 Custom fabrication of the signs 48 MATERIALS: Sign face plates shall be 1/8 "- thick, scratch - resistant, non - static, fire - retardant, washable, two -color 51 melamine surface laminate with a non -glare surface with phenolic core which is painted a contracting color after art w ork has been completed. Base plates shall be 1/16" application to face plate. All edges on the face plate shall be 1/8" beyond the edges of the base plate and all corners rounded 3/8 Sa of an inch. Face Material Thickness: 1/8" 57 Back Plate Thickness: 1/16" #0217 CITY OF YAKIMA SIGNS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10425 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON GRAPHICS: 3 Letterforms for signs shall be Helvetica Regular except as otherwise indicated. Letter, number and • word spacing shall be tight, but not touching. 6 All Ietterforms and line rules must be aligned to maintain a base line parallel to the sign format. • Margins must be maintained as shown in sign layout diagrams. All edges of Ietterforms and line rules s shall be sharp and clean with no edge build -up or bleeding. All surfaces of Ietterforms and line rules shall be without pinholes. All lettering shall be correctly spaced, true and photographically precise. 12 Graphics for plaque signs shall be not less than 1/32 raised surface. Other methods of printing such as hot stamping and routed letters with color fill are unacceptable. 15 Provide Braille copy on each sign to conform to the American Disabilities Act and the Washington State Barrier Free Access Code. 18 Fasteners: Use concealed fasteners fabricated from metals that are not corrosive to the sign material and mounting surface. 21 Anchors and Inserts: Use nonferrous metal or hot - dipped galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion bolt devices for drilled -in -place anchors. Furnish inserts, as required, to be set into concrete or 24 masonry work. PANEL SIGNS: 27 Panel Signs: Comply with requirements indicated for materials, thicknesses, finishes, colors, designs, shapes, sizes, and details of construction. 30 Produce non - glare, even, level sign panel surfaces, constructed to remain flat under installed conditions within a tolerance of plus or minus 1/16 inch measured diagonally. 33 Boarder Panel Signs: Fabricate signs with edges mechanically and smoothly finished to conform to the following requirements: 36 Edge Condition: Square cut. Edge Color for Plastic Laminate: Same as background. 39 Corner Condition: Corners rounded with 3/8" radius. Laminated Sign Panels: Permanently laminate face panels to backing sheets of material and 42 thickness indicated using the Manufacturer's standard process. Graphic Content and Style: Provide sign copy that complies with the requirements indicated for size, 45 style, spacing, content, position, material, finishes, and colors of letters, numbers, and other graphic devices. 46 Raised Copy: Machine -cut copy characters from matte - finished opaque melamine laminate sheet and chemically weld onto the base plate forming sign panel. Produce precisely formed characters with square cut edges free from burrs and cut marks. 51 Panel Material: 1/8" non - glare, fire - resistant, melamine laminate over 1/16" base plate. Raised Copy Thickness: Not less than 1/32 inch. 54 Panel Material: Matte - finished opaque acrylic sheet. 57 #0217 CITY OF YAKIMA SIGNS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10425 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON FINISHES: 3 Colors and Surface Textures: For exposed sign material that requires selection of materials with integral or applied colors, surface textures or other characteristics related to appearance, provide color matches indicated, or if not indicated, as selected by the Architect from the Manufacturer's 6 standards. BUILDING NAME AND GRAPHIC SIGNS: 9 Provide permanent natural sheet aluminum signs mounted to the building with 2" deep offset posts as shown on the drawings. Provide concealed attachment to wall backing. 12 Letter Height for Name: as dimensioned on the drawings 15 Letter Style for Name: As selected by Architect and indicated on the drawings Provide the following graphics: Refer to the drawings for the size and shape of shapes and symbols. 18 BUILDING NAME IDENTIFICATION PANEL SIGN: 21 Framed Hollow Box -Type Panel: Double sided with building identification on one side. See drawings for size and shape. 24 Panel Material: Fabricated aluminum sign panel system. Mill joints to a tight hairline fit. Form joints exposed to the weather to exclude water penetration. Color to be selected by the Architect from the manufacturers' standard colors. 27 Letter and Material: Letter and numbers cut from IA" sheet aluminum as shown on the drawings. Secure the letters tight to the panel backing to eliminate the possibility of wedging tools or other 30 instruments behind the letters to pry the letters off the backing. Installation: Coordinate setting of the sign completion of the completion of the posts. Provide 33 anchorage as required. Install sign level and plumb, at the height indicated with sign surface free of distortion or other defects in appearance. 36 PART 3 - EXECUTION INSPECTION: 39 Examine the substrate and condition under which signs are to be installed. Notify the Contractor of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work 42 until unsatisfactory conditions have been corrected in a manner acceptable to the installer. INSTALLATION: 45 General: Locate sign units and accessories where indicated, using mounting methods of the type L Manufacturer's instructions. or in compliance with the ivianuia��ui C� � �� ���� u����� ��. 48 Install signs level, plumb, and at the height indicated, with sign surfaces free from distortion or other defects in appearance. 51 Wall- Mounted Panel Sians: Attach panel signs to wall surfaces using the methods indicated below: 54 Mechanical Fastener Mounting: provide predrilled signs with stainless steel vandal resistant screws for expansion anchor fasteners 57 #0217 • CITY OF YAKIMA SIGNS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10425 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON For Each Toilet Room Door: 3 International sign for "MEN" AND "WOMEN" as appropriate; 2 -1/2" high by length required. Mount on door as directed. 6 International symbol of barrier -free access: Nominal 6" x 8 ". Mount on door below identification signs. 9 Wall- Mounted Building Names and Graphics: Attach sheet aluminum signs to wall surfaces using the methods indicated below: 12 Mechanical Fastener Mounting: provide concealed fasteners with post studs and sleeves welded to the back face of the sign for attachment to the building with expansion anchor fasteners or similar methods as recommended by the manufacturer. 15 CLEANING AND PROTECTION: 18 After installation, clean soiled sign surfaces according to the Manufacturer's instructions. Protect units from damage until acceptance by the Owner. Replace units damaged prior to Owner occupancy whether on Architects Punch List or not. 21 END OF SECTION 10425 #0217 CITY OF YAKIMA FIRE EXTINGUISHERS, CABINETS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 & ACCESSORIES PARKS AND RECREATION DIVISION SECTION 10522 -1 YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to this Section. SUMMARY: 9 Extent fire extinguishers, fire extinguisher cabinets, and accessories are as indicated and as specified herein. 12 Related Sections: The following Sections contain requirements that relate to this Section: 15 Division 4 Section, Unit Masonry Division 6 Section, Rough Carpentry Division 4 Sartinn Gypsum Wallhnard 18 SUBMITTALS: 21 Product Data: Submit product data for each type of product included in this Section. For fire extinguisher cabinets, include roughing -in dimensions and details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type and materials, 24 trim style and door construction and panel style and materials. QUALITY ASSURANCE: 27 Single Source Responsibility: Obtain products in this Section from one Manufacturer. 30 UL- Listed Products: Provide new, portable fire extinguishers which are UL- listed and bear UL "Listing Mark" for type, rating and classification of extinguisher indicated. 33 PART 2 - PRODUCTS 36 Manufacturers: Subject to compliance with requirements, provide products of one of the following: J. L. Industries 39 Larsen's Mfg. Company Equal, with prior approval. 42 FIRE EXTINGUISHERS: Dry Chemical Type: UL -rated 40 -B:C, 10 Ib. nominal capability, in enameled steel container, for Class 45 B and Class C fires. MOUNTING BRACKETS: 48 Provide Manufacturer's standard brackets designed to prevent accidental dislodgment of extinguisher, of sizes required for type and capacity of extinguisher indicated, in Manufacturer's standard plated 51 finish. Provide brackets for both extinguishers located in cabinets and extinguishers mounted directly 54 to walls. 57 #0217 CITY OF YAKIMA FIRE EXTINGUISHERS, CABINETS KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 & ACCESSORIES PARKS AND RECREATION DIVISION SECTION 10522 - 2 YAKIMA, WASHINGTON FIRE EXTINGUISHER CABINETS: 3 Construction: Manufacturer's standard enameled steel box, with trim, frame, door and hardware to suit cabinet type, trim style and door style indicated. Weld all joints and grind smooth. Miter and weld perimeter door frames. 6 Cabinet Type: Cabinet box (tub) surface walls to suit style of trim indicated. s Surface mounted cabinet at all masonry wall locations. Semi- recessed mounted cabinet at all wood stud framed walls. 12 Trim Style: One piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). 15 Surface- mounted Use Square -Edge Trim: Square edges with backbend depth of 1/4" to 5/16 ". Semi - Recessed -Use Rolled -Edge Trim: Rolled edge with 2' /s" return. 18 Trim Metal: Enameled steel. 21 Door Material and Construction: Manufacturer's standard enameled steel door construction with tubular stiles and rails. 24 Door Style: All steel door with vertical glass with standard baked enamel finish. Provide words "Fire Extinguisher" on each door. 27 Door Hardware: Provide Manufacturer's standard door operating hardware with pull handle of proper type for cabinet type, trim style and door material and style indicated. Provide concealed or continuous type hinge permitting door to open 180 degrees. 30 Color: Provide color, as selected by Architect from Manufacturer's standard colors. 33 PART 3 - EXECUTION 36 INSTALLATION: Install items included in this Section in locations and at mounting heights indicated or, if not indicated, 39 at heights to comply with applicable regulations of governing authorities. Install extinguishers and cabinets so that top of extinguisher is not more than 5' -0" above the floor. 42 Prepare recesses in walls for fire extinguisher cabinets at wood stud walls as required by type and size of cabinet and style of trim and to comply with Manufacturer's instructions. 45 Securely fasten mounting brackets and fire extinguisher cabinets to structure, square and plumb, to comply with Manufacturer's instructions. 48 Upon completion of the project, all extinguishers shall be fully charged and in perfect operating condition. 51 Location Schedule: Type Room 103 54 UL -rated 40 -B:C Two 57 END OF SECTION 10522 #0217 CITY OF YAKIMA TOILET ACCESSORIES KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10800 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to work of this Section. The Americans with Disabilities Act Accessibility Standards. 9 The Regulations for Barrier -Free Design of the State of Washington. 12 SUMMARY: Extent of toilet accessories is as indicated and as herein specified. 15 Toilet accessories to be provided and installed by the Contractor. The Contractor is req to have a cony of the Washington Stat Rar datinns for Barrier -Free required vv a have u cony of .. .. ..�.�. .. .......... .. .. � .. . ... .. ., .. .. . ... 18 Design on -site for installation of the following: Grab bars: Located at Barrier Free toilets. 21 Electric Hand Dryers Soap dispensers Paper towel dispenser 24 Toilet paper dispensers Sanitary Napkin Disposal Robe hooks 27 Mop holder Related Sections: The following Sections contain requirements that relate to this Section: 30 Division 4 Section, Unit Masonry Division 7 Section, Joint Sealers 33 Division 10 Section, Toilet Compartments Division 15, Coordinate installation at prefabricated shower units, water closets and other plumbing fixtures. 36 SUBMITTALS: 39 General: Submit the following in accordance with Conditions of the Contract and Division 1 Specification Sections. 42 Product Data: Submit Manufacturer's product data for each item indicating dimensions, mounting requirements, and compliance with specifications. 45 Schedule: Submit a schedule indicating items to be provided at each room or location. QUALITY ASSURANCE: 48 Single Source Responsibility: Obtain products in this Section from one Manufacturer. 51 DELIVERY, STORAGE, AND HANDLING: Do not deliver materials until building is enclosed and ready for installation. Protect from damage 54 during delivery, handling, storage, and installation. 57 #0217 CITY OF YAKIMA TOILET ACCESSORIES KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10800 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 2 - PRODUCTS 3 MANUFACTURERS: Subject to compliance with requirements, provide products by one of the following: 6 Design Standard: Bradley Corporation Bobrick Washroom Equipment, Inc. 9 Bradley Corporation American Specialties Inc. Mckinney /Parker 12 AJ Washroom Accessories Equal with prior approval 15 MATERIALS: Stainless Steel: 18 -8, Type 304, heavy gauge stainless steel, with satin finish, 22 gauge (.034 ") 18 minimum, unless otherwise indicated. Fasteners: Concealed screws, bolts and other devices of same material as accessory unit. 21 ACCESSORIES: 24 Grab Bars: Bradley 832 -2, 1 -1/4" o.d. diameter 36" and 42" length, all peened, concealed fastening, lengths to suit location and as required complying with applicable code requirements. Locate at each accessible toilet, 27 Soap Dispensers: Bradley 6542, locate one at each sink. 30 Paper Towel Dispensers: Bradley 2491, locate two in Room 103 adjacent to each sink. Toilet Paper Dispensers: Bradley 5224. Locate one at each toilet. 33 Robe Hooks: Bradley 9944. Locate 1 in Room 103 on west wall. 36 Mop Holder: Bradley 9954. Locate one in Custodian Room above mop sink. Sanitary Napkin Disposal: Bradley 4781 -15, locate one at each women's toilet compartment. 39 Hand - Dryers: World Dryer, Model XA52, 115V AC, 15 amps, 1725 watts, 60 Hz single phase. 42 PART 3 - EXECUTION 45 Coordinate installation of accessories with wall and other substrate construction and work of adjacent trades to insure correct location and size of recesses, installation of supports, installation of backing, and to prevent conflicts with installation of other work. 48 Install toilet accessory units in accordance with the Washington State Barrier -Free Regulations and the Manufacturers' instructions, using fasteners, which are appropriate to substrate and 51 recommended by Manufacturer of unit. Use concealed fastening methods to result in vandal resistant completed installations. Install units plumb and level, firmly anchored in locations and at heights indicated. Note special mounting heights required for accessibility codes and standards. 54 Install accessories where shown on drawings. 57 Provide all backing, sealants and shims to set accessories plumb and level. #0217 CITY OF YAKIMA TOILET ACCESSORIES KIWANIS PARK IMPROVEMENT PROJECT- PHASE 1 SECTION 10800 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON • Do not install accessories that do not have backing provided. General Contractor is responsible to provide backing per Section 06100, Rough Carpentry. 3 • ADJUSTING AND CLEANING: 6 Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. • 9 Clean and polish all exposed surfaces after removing temporary labels and protective coatings. 12 END OF SECTION 10800 #0217 DIVISION 12 - FURNISHINGS CITY OF YAKIMA INTERIOR ARCHITECTURAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CASEWORK PARKS AND RECREATION DIVISION SECTION 12370 -1 YAKIMA, WASHINGTON PART 1 - GENERAL 3 RELATED DOCUMENTS: Drawings and General Provisions of Contract, including General and Supplementary Conditions and 6 Division 1 Specification Sections, apply to Work of this Section. SUMMARY: 9 Definition: For purposes of this section, "Interior Architectural Woodwork" shall be understood to mean "work specified in this section and similar work not specified elsewhere ". 12 Extent of each type of interior architectural finish carpentry is indicated on drawings and specified in Section 12370. 15 Types of architectural woodwork include the following: 18 Fixed laminate -clad cabinets and shelving units; Stainless steel counter tops at overhead counter shutters No. 100B, 100C and 102. Refer to Section 05580 for requirements. 21 Tempered glass tops and fronts Install new laminate casework Cabinet Hardware 24 QUALITY ASSURANCE: 27 AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the Architectural Woodwork Institute (AWI), except as otherwise indicated. 30 Installer Qualifications: Arrange for installation of architectural woodwork by a firm which can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project. 33 Cabinet Manufacturers: Subject to compliance with specified requirements, provide architectural woodwork from one of the following or equal with prior approval. • 36 King Brothers Woodworking, Union Gap, WA (509) 453 -4683 Yakima Precision Wood Products, Yakima, WA (509) 966 -0798 39 Cabinet -Tech, Yakima, WA (509) 575 -0180) Cascade Wood Specialties, Ellensburg, WA (509) 925 -2283 Equal with Prior Approval 42 Hardware Manufacturer: Subject to compliance with requirements, provide architectural woodwork from one of the following or equal with prior approval. 45 Knape and Vogt Manufacturing Co. Stanley 48 Corbin Hager Bretford 51 Hafele Olympus Lock 54 SUBMITTALS: Shop Drawings: Submit for cabinet work and other custom fabricated work and accessories, showing 57 dimensions, plans, elevations, sections and details as necessary to illustrate proposed materials, #0217 CITY OF YAKIMA INTERIOR ARCHITECTURAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CASEWORK PARKS AND RECREATION DIVISION SECTION 12370 - 2 YAKIMA, WASHINGTON construction details and methods of attachment to adjoining work. 3 Samples: Submit plastic laminate samples for each color and texture as necessary for selection and verification of materials to be used. Submit samples of PVC edge banding, hardware and other items as required for selection and verification purposes. 6 DELIVERY, STORAGE AND HANDLING: s Protect woodwork during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 12 Do not deliver woodwork, until painting, wet work, grinding and similar operations which could damage, soil or deteriorate woodwork have been completed in installation areas. If, due to unforeseen circumstances, woodwork must be stored in other than installation areas, store only in 15 areas meeting requirements specified for installation areas. PROJECT CONDITIONS: 18 Conditioning: Woodwork manufacturer and installer shall advise Contractor of temperature and humidity requirements for woodwork installation and storage areas. Do not install woodwork until 21 required temperature and relative humidity have been stabilized and will be maintained in installation areas. 24 Maintain temperature and humidity in installation area as required to maintain moisture content of installed woodwork within a 1% tolerance of optimum moisture content, from date of installation through remainder of construction period. Require woodwork manufacturer to establish optimum 27 moisture content and required temperature and humidity condition. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual 30 dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of work. 33 Where field measurements cannot be made without delaying the work, guarantee dimensions and proceed with manufacture of woodwork without field measurements. Coordinate other 36 construction to ensure that actual dimensions correspond to guaranteed dimensions. • 39 PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS: 42 Subject to compliance with requirements, provide high pressure decorative laminates of one of the following, or approved: 45 Formica Corp. Nevamar Corp, 48 Ralph Wilson Plastics Co. FABRICATION, GENERAL: 51 Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber at time of fabrication and for relative humidity conditions in the installation areas. 54 Fabr inure woodwork 1' toJ Ullilel ljio 1J, profiles and' details indicated With openings and mortises pre-cut, where possible, to receive hardware and other items and work. 57 #0217 CITY OF YAKIMA INTERIOR ARCHITECTURAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CASEWORK PARKS AND RECREATION DIVISION SECTION 12370 - 3 YAKIMA, WASHINGTON Ease edges to a 1/16" radius for corners and edges of solid wood (lumber) members. 3 Complete fabrication, assembly, finishing, hardware application and other work before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming 6 and fitting. Seal all edges not covered with plastic laminate. Pre -Cut Openings: Fabricate architectural woodwork with pre -cut openings, where possible, to 9 receive hardware, appliances, plumbing fixtures, electrical work and similar items. Locate openings accurately and use templates or roughing -in diagrams for proper size and shape. Smooth edges of cutoffs and, where located in counter tops and similar exposures, seal edges of cutouts with a water - 12 resistant coating. ARCHITECTURAL CABINETS AND SHELVING UNITS, LAMINATE CLAD: 15 Quality Standard: Comply with AWI Section 400 and its Division 400B 18 Laminate Clad Cabinets: Comply with the following requirements: Grade: Premium 21 Type of Cabinet Construction: Flush overlay Stainless Steel: Counter top where edges are exposed to the weather. Glass top and fronts: Provide 1 /4' tempered safety glazing at display counters 24 Laminate Cladding: High pressure decorative laminate complying with NEMA LD3 Colors, Patterns and Finishes: As selected by Architect from laminate manufacturer's standard, solid colors, wood grains or patterns. Run and match grain vertically. 27 Vertical Surfaces and Edges: GP -28 (0.028" nominal thickness). 30 Stainless steel top and selvedge: 16 gauge brushed stainless steel with selvedge and anchors to the exterior wall. Install at Door Opening 102. 33 Clear Safety Glass: Fully tempered clear float glass complying with referenced standard, 1/4" thickness. 36 Horizontal Surfaces Other Than Tops: GP -50 (0.050" nominal thickness). Concealed Surfaces: (i.e., backs or sides of casework adjacent to walls) Provide low 39 pressure vinyl, polyester or melamine cabinet liner in white, almond or gray color as selected by Architect. 42 Exposed surface: (i.e., tops, underside of uppers, sides and fronts) are to be laminate finish. 45 Cabinet Interiors and Both Faces of Shelves In Open Cabinets (Without Doors): High - pressure laminate. 48 Minimum 2 mm. PVC Edges: Hot -melt apply to all edges of doors, drawer fronts and front edges of open shelves. Provide smooth, uniform and fully radiused edges and ends at all locations. Color as selected by Architect. 51 Minimum .020 mm. PVC Edges: Use on concealed and semi - concealed edges of cabinetwork parts, (including those which are concealed with doors and drawers 54 closed). Color as selected by Architect. 57 #0217 CITY OF YAKIMA INTERIOR ARCHITECTURAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CASEWORK PARKS AND RECREATION DIVISION SECTION 12370 - 4 YAKIMA, WASHINGTON Adjustable Shelving: Adjustable in minimum 1 -1/4" increments. 3 Locks: Provide locks on all doors and drawers as shown on drawings. Match locks to each office door (verify keying with the Owner). 6 Caps: Provide plastic caps of matching color for all exposed screw anchors. CABINET HARDWARE AND ACCESSORY MATERIALS: 9 Cabinet Hardware Schedule: 12 Pulls: Stanley 4484, dull chrome finish Hinges: Blum Model 170 with No. 195H9100 Series mounting plates to accommodate system 15 screws. Number of hinges as recommended by manufacturer for door size. Hinges: For doors with electric panel and water heater closet, Stanley F179. 18 Catches: Stanley #SP42 21 Drawer Slides: KV No. 1429, full extension 100 pound rating Wiring Grommet: Hafele 2 -3/8" diameter, plastic with cap. Provide in the counter tops of 24 Rooms 100 and 102. Keyed Locks: BEST 3L TR D2, two keys per lock. (See interior elevations for locations.) 27 Cabinet Shelf Pins: KV No. 331 ANO. 30 Miscellaneous: Provide all fasteners and miscellaneous accessories. Provide rubber silencers at inside lips of drawer fronts and on edges of sliding doors. 33 ARCHITECTURAL CABINET TOPS: Quality Standard: Comply with AWI Section 400 and its Division 400C requirements for premium 36 grade tops. Base Material: High density (45LB.) industrial grade particleboard, unless otherwise indicated in 39 Specification or on Drawings. Typical Type of Top: High Pressure Decorative Laminate complying with NEMA LD 3; premium 42 grade; colors, patterns and finishes as selected by Architect from manufacturers standard products of solid colors, wood grains or patterns. 45 Splash: Plastic laminate over 3 /4" particleboard with self -edge scribed to wall. 48 PART 3 - EXECUTION PREPARATION: 51 Condition woodwork to average prevailing humidity conditions in installation areas prior to installing. 54 Prior to installation of architectural woodwork, examine shop fabricated work for completion, and complete work as required, including back priming and removal of packing. 4 y N _.�._� -- N y, 57 #0217 CITY OF YAKIMA INTERIOR ARCHITECTURAL KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 CASEWORK PARKS AND RECREATION DIVISION SECTION 12370 - 5 YAKIMA, WASHINGTON INSTALLATION: 3 General: Comply with applicable provisions of AWI Section 1700, same grade as specified for materials; premium grade if not specified. 6 Install woodwork plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8' -0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. 9 Scribe and cut work to fit adjoining work, and re- finish cut surfaces or repair damaged finish at cuts. 12 Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Use fine finishing nails for exposing nailing, countersunk and filled flush with 15 woodwork, and matching final finish where transparent finish is indicated. Install plastic caps on all exposed -to -view screw heads. 18 Cabinetwork: Anchor securely to adjacent construction. Cabinets: Install without distortion so that doors and drawers fit openings properly and are accurately 21 aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. 24 Tops: Anchor securely to base units and other support systems as indicated. Install woodwork plumb, level, true and straight with no distortions. Shim as required using concealed 27 shims. Install to a tolerance of 1/8" in 8' -0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. 30 Scribe and cut work to fit adjoining work, and re- finish cut surfaces or repair damaged finish at cuts. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to ground, 33 stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Use fine finishing nails for exposing nailing, countersunk and filled flush with woodwork, and matching final finish where transparent finish is indicated. 36 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: 39 Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair replace woodwork. Adjust joinery for uniform appearance. 42 Clean, lubricate and adjust hardware. Clean woodwork on exposed and semi - exposed surfaces. Touch -up shop - applied finishes to restore 45 damaged or soiled areas. Provide final protection and maintain conditions, in a manner acceptable to fabricator and installer, 48 which ensure architectural woodwork being without damage or deterioration at time of substantial completion. 51 END OF SECTION 12370 #0217 DIVISION 13 - SPECIAL CONSTRUCTION CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 - GENERAL 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract, including general and supplementary conditions and Division I Specification Sections apply to this Section. 1.02 DESCRIPTION OF WORK A. The Sports Field Lighting for this project consists of Musco sports lighting equipment, including: 1. Galvanized steel pole and luminaire mounting crossarm 2. Luminaire, with Total Light Control system and lamps 3. Pole Foundations 4. LCC, Lighting Control Cabinet 5. REC, Remote Equipment Controller (Control Link) 6. 10 Year Warranty (Ten Club Warranty) 1.03 SUBMITTALS A. Musco shall submit on each of the Specification requirements. B. Musco Lighting is the only manufacturer approved to bid this project. No alternates, no substitutions will be accepted. 1.04 LIGHTING PERFORMANCE A. The manufacturer shall supply lighting equipment and computer generated point -by -point analysis to meet the following: 1. Performance Criteria — Kiwanis Park Improvement Project a. The performance criteria requires lighting equipment which will provide initial average light levels, after adjustment for an average lamp tilt factor. Initial Light Levels shall meet or exceed the following: Area of Lighting Infield Outfield Softball 62.5 footcandles 37.5 footcandles b. A factor of .8 is to be applied in determining the target light value, including the above adjustment for an average lamp tilt factor. These factors applied will result in the following Target Light Levels: Area of Lighting Infield Outfield Softball 50 footcandles 30 footcandles c. Computer generated point -by -point light scans based on lumens per lamp showing both initial and target footcandle levels. Z:UAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON d. Light levels shall be derived from the equation of light loss factor (LLF) = ambient temperature factor (ATF) x voltage factor (VF) x ballast factor (BF) x lamp tilt factor (LTF) x lamp lumen deprecia- tion (LLD) x luminaire dirt depreciation (LDD) per I.E.S. RP -6 -88 and shall be calculated as follows: (1) Initial Light Levels = ambient temperature factor (ATF) x voltage factor (VF) x ballast factor (BF) x lamp tilt factor (LTF). (2) Target Light Levels = Initial light levels x lamp lumen depreciation (LLD) x luminaire dirt depreciation (LDD). C. UIIIIorrIIILy Ratio: The IC IUULGdI1UIC ICVCI shall have d uniformity I I IILY IALIU of maximum to minimum ratio of not greater than the following: Area of Lighting Infield Outfield Softball 2:1 2.5:1 The manufacturer guarantees field light intensity levels and uniformity ratios at initial start-up or within the first fifteen (15) hours of operation. Light level readings shall be completed as detailed in the point -by -point analysis specification. 1.05 SPILUGLARE LIGHT A. Designated Areas: 1. Arc Tube Brightness (Luminance): No portion of any arc tube shall be visible beyond 12 degrees vertical and 35 degrees horizontal measured from the center axis line of the light output in the direction of the defined problem. 2. Beam Definition: The approved lighting fixture shall not exceed the candlepower of specified degrees above the maximum candlepower in the vertical plane as specified in the following table. 12,000 candlepower is the unit of luminous intensity that often begins to cause discomfort and interfere with vision. Beam Vertical Candlepower Degrees Above the Center of the NEMA Classification Beam in the Vertical Plane 2 12,000 18 degrees 3 12,000 19 degrees 4 12,000 19 degrees 5 12,000 25 degrees 6 12,000 27 degrees 3. Lower beam definition — To ensure proper efficiency within the target area, the approved lighting fixture shall meet or exceed the below specified candlepower at Z:VAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON defined angles below the center of the beam. The candlepower referenced should not consider the fixture's tilt factor. Beam Vertical Minimum Candlepower to Degrees Below the Center of the NEMA Classification be Achieved Beam in the Vertical Plane 2 993,000 -1.0 degrees 3 520,000 -1.5 degrees 4 311,000 -2.5 degrees 5 153,000 -4.0 degrees 6 130.000 -5.0 degrees 1.06 POINT -BY -POINT ANALYSIS A. Computer Models - Test Stations: Area of Lighting # of Points Grid Spacing Softball Infield 25 20' x 20' Softball Outfield 73 20' x 20' 1. Submitted computer models shall depict the measurements of light shall be demonstrated on a computer generated model which consists of a grid of a specified number of points covering a stated area on an equally spaced grid. See the above chart for the exact specification of points, areas, and grid spacing for each field. 2. Manufacturer shall submit two (2) different models, one depicting initial design and the second depicting light levels with described maintenance factor applied. 1.07 INSPECTION AND VERIFICATION A. Test and Measurement Procedures: 1. Testing of the facility shall be done based on the test stations as described in 1.06, A. 2. All testing will be done with entire facility illuminated. 3. Horizontal footcandle readings shall be measured with the test cell positioned horizontal 36 inches above grade. 4. Ambient light levels shall be measured at the specified test stations. Maximum ambient footcandle level explored in all planes for each test station shall be recorded. Once the maximum spill light readings as defined in Section 1.06, A. • have been recorded, subtract the ambient light readings from the respective footcandle readings at each test station. 5. Testing equipment for measurement of footcandle levels shall be a Gossen Panalux Electronic 2 or an approved equal, calibrated and certified within the previous 12 months. Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 4 PARKS AND RECREATION DIVISION YAKIMA WASHINGTON 6. For final approval of the project, the manufacturer shall provide a final report from the test results that shall provide the following items: a. Identification of number and location of the test stations, that shall agree in number and location with i desc iptioi n provided in i .v6, A. b. Actual horizontal footcandle readings taken at each test station. c. Number of hours of operation and number of system starts. PART 2- PRODUCTS 2.01 LiIGH T - STRUC: T LURE SYSTEM A. The Light- Structure System as manufactured by Musco Sports Lighting shah consist of the listed equipment features below. 1. Pre- stressed centrifugal spun concrete base. 2. Hot -dip galvanized steel shafts. 3. Hot -dip galvanized steel crossarms. 4. Fixture consisting of lamp, lamp socket, reflector, lens, lamp cone, reinforcing retaining ring. 5. UL listed fusing for the lamp circuits. 6. Enclosure to consist of: NEMA 3R enclosure with ballasts and capacitors. 7. Thermomagnetic circuit breaker utilized as a local electrical disconnecting device. 8. All wiring from the load side of the breaker to the lamp socket. 9. Plug -in or landing lug connection devices for all electrical circuits on the pole. 10. Aiming method for alignment of the luminaires. 11. Method for re- alignment of the luminaire after movement for relamping. 2.02 LUMINAIRE STRUCTURE A. The Tamp and reflector mounting device shall be factory assembled to the crossarms and the crossarms shall be attached to a section of the pole by the manufacturer. B R Ea r shall be atta to the ornnr•nrm in such n way that its aiming pos iti o n has . L_CLVI I reflector shall UG attached to LI IG VI V.JJCLI 111 111 JLAyI I Q YYQY that its aiming I1�. 'JVJILIVI 1 has been determined relative to all other fixtures on the pole so that in the factory all luminaires on the assembly are oriented to form a single photometric unit. C. Lamps shall be watt metal halide and shall meet ANSI designation and be Philips (Z lamp orientation) or an approved equal. Z:WAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. The reflector shall be fastened to the lamp cone with a reinforcing retaining ring containing an acrylic compressed fiber ring that centers and stabilizes the lamp in the reflector and provides heat shield to protect the lamp socket from heat. E. A removable lens of impact and thermal resistant glass with silicone gasket shall be centered in a stainless steel lens rim and attached to the reflector with a hinged cable or chain. F. The manufacturer shall provide a memory- positioning device for each luminaire on the assembly. The device shall provide for automatic repositioning of the aiming after re- lamping. G. Luminaire assembly shall be provided from the factory as a unit that may be universally oriented in a manner that the entire luminaire assembly can be field aimed as a single unit. H. All steel components shall be hot dip galvanized to the most current ASTM A -123 standards. High purity reflector grade aluminum shall be alzak finished. All other aluminum components shall be polyurethane powder coat painted or anodized to MIL- A -8625E and coated with a clear thermoset polymer. All non - current carrying fasteners, hinges, and latches shall be stainless steel and shall be coated with thermoset epoxy type organic coatings such as Empigard to prevent galvanic interaction. Crossarms for the luminaire assembly shall be welded to the pole section before galvanizing by American Welding Society certified welders. Any additional fasteners used for the attachment of accessories to the crossarm shall be stainless steel and coated with Empigard or equivalent. All weld joints utilized will be pre - qualified per the American Welding Society or qualified by an AWS certified inspector or testing firm. J. The crossarm, reflector and their method of attachment shall be provided by the manufacturer such that it will structurally withstand winds of 125 mph with 1.3 gust factor without misalignment of any luminaire and without any damage to the crossarms or its components. Luminaires shall be attached to the crossarm by a minimum of two bolts, which fasteners shall be stainless steel and Empigard coated. There shall be no penetrations of the top or sides of the crossarm. 2.03 WIRE HARNESS A. The wiring harness shall be supported at the top of the pole by a stainless steel wire mesh grip matched to the size of the harness. There shall be not more than 13 conductors supported by a single wire mesh grip. If harness is longer than 65' an interim wire mesh grip support shall be located approximately half way down the pole. B. There shall be protection around the conductors, in addition to the insulation to protect from damage from the wire mesh grip and also to avoid slippage of the grip on the wire harness. The wire mesh grip shall also be clamped to the harness with a cable tie at the bottom of the grip to avoid loosening. C. The wire mesh grip shall be mechanically attached to the pole to an enclosed mounting loop so that it cannot accidentally be removed in any direction. D. The harness being supported by the wire mesh grip shall consist of multiple 14- gage THHN conductors and shall be continuously spiral wound and bound with mylar wrap to prevent Z:WAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON slippage of individual conductors within the wiring harness. Additionally, a cable tie shall be tightly wrapped around the harness at not more than 10' increments. E. The wire harness shall be completely encased in flexible abrasion resistant sleeving to v alleviate of th e conductors d by abrading the o f th wear on the insulation i i Lf l liol IUUI:WIJ caused by aui ui� iy iii8 interior ivi of the pole. The wire harness sleeving shall begin no more than 32 inches from the top of the wire harness and end no more than 5 inches from the bottom of the wire harness. If additional wire mesh grips are provided, the sleeving shall begin no more than 4 inches above and below the grip. F. AM wiring harness conductors shall be color -coded and clearly labeled. G. Each end of the wire harness shall be terminated into a plug -in with conductors sequenced consistent with the pattern of the wiring schematic provided by the manufacturer. H. All conductors and plug -ins shall be tested for resistance under load, for continuity, schematic sequence, and for insulation integrity. (Manufacturer shall ship with the wire harness a copy of the test results.) 2.04 ELECTRICAL COMPONENT ENCLOSURE (ECE) • A. The ECE shall be a NEMA 3R rated gasketed enclosure to house the ballasts, capacitors, fuses, thermomagnetic circuit breaker and distribution lugs. B. ECE shall be constructed out of .080" thick 5052 -H32 aluminum for high corrosion resistance and thermal conduction. Optional: Steel materials galvanized prior to fabrication will not be accepted. C. ECE shall be coated with 1,5 -2.5 mils of high thermally radiant polyester powder coat paint. Paint shall pass the following performance tests: Method Description Value ASTM D2794 Dir. /Rev. Impact 120 in.- lbs. /120in. -Ibs. ASTM D522 Flexibility, Mandrel 1/8" Dia. (no fracture) ASTM D3363 Pencil Hardness 3H ASTM D3359 Cross Hatch Adhesion 5B (no loss) ASTM B117 Salt Spray 1,000 Hrs. D. The ECE shall be divided into two compartments. The upper compartment shall house the ballasts, capacitors, and fuses. The lower compartment shall provide for the thermomag- netic circuit breaker, distribution lugs, and connection of all circuits coming into and out of the ECE. E. All latches, hinges, and non - current carrying fasteners, either outside or inside the enclosure, shall be stainless steel of at least an 18 -8 standard. All stainless steel shall be passivated and plated :Yith .0002" thick cadmium to prevent galvanic i nt e r a ct i on a nd to maintain electrical contact for grounding purposes. F. The access door to the ECE shall be attached by a full - length stainless steel or powder coated aluminum hinge and shall be secured when closed by lockable stainless steel latches. Z:WAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON G. The ECE shall attach to the pole by means of a device that is sufficient to align the ECE and support its weight. There shall be a sealed joint with a non - threaded connection to provide wiring access from the pole to the ECE for both the primary and secondary circuits. The connection shall be gasketed for water -tight protection. All wire passages shall be protected to prevent wire abrasion or damage. H. In the ECE, capacitor cases shall be made from aluminum. The capacitor case shall not make direct contact with surface of the ECE, but shall be mounted on an aluminum channel. The capacitor case shall be grounded to the ECE. Capacitors shall be rated in unison with the ballast to operate the lamps at the specified wattage. There shall be provided within the ECE a UL listed thermomagnetic circuit breaker utilized as a local electrical disconnecting device such that electrical power to all equipment on the pole served by the feeder circuit shall be disengaged by the operation of one switch. The breaker shall be located in a compartment separated from any capacitors or ballasts. J. The breaker shall provide landing lugs for the conductors that provide power to the pole. K. There shall be provided by the manufacturer a set of distribution terminal blocks which shall be factory wired from the breaker to the blocks. These blocks shall provide for termination of all ballast connection wiring. L. There shall be provided an individual fuse in a supported fuse block for each ballast conductor, except neutral conductors which shall not be fused or switched. M. All lamp supply circuits in the ECE shall be color -coded and labeled and shall terminate into a UL recognized plug -in device located in the lower compartment of the ECE in a manner suitable for plug -in to the wiring harness. N. The wiring harness circuits from the lamps shall be attached to the ECE circuits by UL recognized plug -in connectors. O. There shall be provided in the ECE located in the lower compartment of the enclosure three (3) feet of #6 wire rigidly fastened to the enclosure for attachment to the pole ground lug. P. There shall be an individual ballast for each luminaire. The ballast shall be a lead peak auto - regulating ballast and be available for use with any standard supply voltage. The ballast shall be located remote from the luminaire crossarm and shall be placed approximately ten (10) feet above ground level. Ballast box must be a NEMA 3R enclosure and must be manufactured by the luminaire assembly manufacturer and all mounting hardware shall be included with the ballast box assembly. The remote ballast system shall be located on the same pole as the luminaire assembly in the NEMA 3R enclosure with the capacitors. The assembly design shall be adaptable to various standard manufactured ballast and must retain listing. Q. The manufacturer shall provide an electrical schematic of the ECE circuits, which schematic shall be of a durable material and affixed to the inside of the ECE door for use by maintenance personnel. R. The ECE shall be attached to the pole with the lower end approximately 10' above grade at the pole foundation. Z:WAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON S. The ECE shall be listed by UL both for use with 90° C rated supply conductors and as suitable for use in wet locations. 2.05 REMOTE LIGHTING CONTROL SYSTEM This Section includes the remote lighting control system suitable for control of remote equipment using a nationwide network. Software features are tailored to control equipment in parks and recreation facilities but not limited to these applications. The remote controllers shall be suitable for control of electrical equipment in multiple locations. A, Acceptable Manufacturers: The basis of design is the Control-Link Series by Musco Lighting Company, no alternates, no substitutions. B. Standards: 1. The lighting control system shall be UL Listed under UL91 6 — Energy Management Equipment. 2. All lighting control equipment shall be in compliance with FCC Emission Standards specified in Part 15 Subpart J for Class A applications. 3. Each element of the Control -Link system is subject to FCC rules and will comply with the rules prior to delivery. C. Submittals: Submittal documentation shall be furnished by the manufacturer for approval by the Engineer and must be approved in writing prior to shipment of any equipment from the manufacturer. The submittal shall consist of: 1. Bill of Materials. An itemized list of all materials. 2. Shop Drawings. Dimensional drawings and Product Data Sheets for equipment provided. 3. Wiring Diagrams. Typical wiring diagrams for all components. 4. Switching Schedule. A switching schedule showing the lighting circuits that are grouped together. D. Customer Support Services: 1. The system shall allow for transmission of the schedule via Internet to provide for minimal communication cost. 2. Reports confirming the operating schedules per site and per user shall be made available via the Internet. 3. Commissioning Th ma n u f a ct u r e r shall supply factory-authorized representatives to start up all equipment including the remote control lighting system software and demonstrate hall compliance with this specification. They shalt also verify that the Contractor has properly installed and interconnected all supplied components. Z:IJAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 4. Website Scheduling and Training. The manufacturer shall maintain and support a basic website specific to this system where the Owner can access and effect schedules and download user manuals. 5. Technical Support. Technical help via telephone shall be available 24 hours per day, 7 days per week. E. Warranty: 1. Installation Warranty. A written warranty shall be supplied by the manufacturer agreeing to replace any portion of the lighting control equipment that fails due to defect in materials or workmanship for a period of ten (10) years. 2. Warranty Commencement. Warranty shall begin at the point of substantial completion of the system, which is defined as the date when commissioning is complete and the Owner begins to realize beneficial use of the system. F. Communication System: 1. Internet Connection: The end user shall be responsible for providing and maintaining access to the Internet in order to send and affect schedules, and receive report feedback. A dedicated IP address must be provided. a) Broadband Internet Connection. The customer schedule request and changes and operator override commands shall be transmitted from the manufacturer to the remote equipment controllers via a nationwide broadband Internet connection. Typical broadband Internet connections include; Cable, DSL, T1, and Wireless 2. Cellular Wireless Network. The customer schedule requests and changes and operator override commands shall be transmitted from the manufacturer to the remote controllers via a nationwide wireless network. 3. As new communication technologies are developed, manufacturer may incorporate new features and capabilities to the controller. These enhancements to the remote equipment controller shall be transparent to the end user and will be provided as part of the service and warranty contract. G. Remote Equipment Controller: The lighting control manufacturer shall provide factory assembled, tested, and burned in remote controllers with the following features at a minimum. 1. Communication and processor modules that will accept messages and store on /off commands. 2. Each remote controller shall incorporate relay output signals of the appropriate type, rating, and quantity to control the lighting contactors as shown in the Plans and Specifications. Z:WAN \SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 10 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3. Each relay output shall be individually controlled; it shall be the responsibility of the lighting control manufacturer to provide a sufficient number of relay outputs at each location to fulfill the operational requirements specified on the Hans. A0 85 4. Operating ambient temperature range: -�+v ° C �. to w o� O C. 5. Field replaceable electronic assemblies. 6. Each controller shall consist of: (a) NEMA 4X enclosure with locking cover which shall contain all electronic equipment and contain no knockouts. (b) Chassis. The chassis shall be pre - assembled and contain all relays, electronic circuit boards and the power supply. Controller Chassis shall include: (1) Manual override momentary switches shall provide individual control over each of the 8 relay circuits. A group of 8 — 2 position dip switches will provide input to the microbased firmware to define the failsafe state each output relay will enter after power fail. This is based upon how the relay output is wired, NO or NC. (c) Relay control module with six (8) relays (d) Power supply (e) Manual override control shall include the following functions: (1) Turn on or off individual relay circuits until the next time schedule action. (2) Extend the time the circuit attached to the manual override switch is on by increments of 15 minutes for each momentary contact closure. (f) Relay control module with six (6) relays (g) Power supply H. Manual Off -On -Auto Selector Switches: For on -site manual control, three position selector switches (Off -On -Auto) shall be factory- mounted in a separate NEMA 4X rated enclosure. The switches shall be keyed and maintain position, with make - before -break contacts and mounted on a swing -out sub - panel. A legend plate shall clearly identify the zone and position of each switch. Switches shall be factory-wired to the control terminal blocks mounted on a stationary back panel. The back panel shall include fusing to protect the switches and plug -in connectors for the factory wire harnesses. The OFF -ON -AUTO switches shall operate as follows: The three - position switch will control each lighting zone that controls the contactor(s) directly. In the OFF position all contacts are open. in the ON position the ON set of contacts close, closing the circuit to the control relay and closing the contactor. In the AUTO position, the AUTO contacts are closed providing power to the common of the Remote Equipment Controller (REC) relay. The REC program will close contacts (COM & NO) closing the contactor. The ON contacts are open in this position. The contacts on the OFF -ON -AUTO switch are make - before -break so that the switch may be moved bet ONNI and AUTO w itho u t de- energizing the circuit I. Control Capahilitier Each panel shall provide the following features as an integral part of its firmware. Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 11 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. Memory Loss Protection. Memory shall be protected by using EEPROM technol- ogy. The real time clock setting and current time shall be protected by lithium battery backed non - volatile memory in the event of a power failure. Backup time shall be ten years. 2. Power Fail Recovery. The microprocessor shall continue to operate whenever incoming power is within the rated voltage tolerance. When incoming power fails, the microprocessor shall automatically halt program execution in a safe manner. Upon return of power, the microprocessor shall automatically reboot and return the panel to normal operation. Any on /off commands that would have occurred during the power outage will be automatically reissued upon restoration of power. 3. Suitable Contactor Types. The Remote Equipment Controller shall provide a continuous contact closure signal to operate the standard lighting contactors namely electrically held, contact clearing magnetically latched, and contact clearing mechanically latched. J. Scheduling and Security: Scheduling shall be performed by the customer via a manufac- turer maintained web site. Access to the web site shall be protected by a customer defined users list and individual passwords. 1. Scheduling via the website shall include the following features: • Scheduling may be done daily, weekly, or monthly. The scheduling database shall be able to store scheduling data up to a year in ad. • A typical schedule shall be entered into the system by simply selecting facility /zone, the start and end time, and the start and end dates for the schedule to operate in. This allows the same schedule to be used for consecutive days without separate entries. • A recurring schedule may be entered by indicating the day(s) of the week (e.g., Monday, Wednesday and Friday), start and end time and the start and end date for the recurring cycle. A 'no end date' option shall be available for schedules that need to run continuous without change. • The start and end time may be selected in 15 minute increments or at sunset and sunrise. The actual sunset and sunrise shall be calculated for each scheduled date and displayed on the schedule as such. 2. The Manufacturer shall provide a scheduling database system to receive schedules from the customer and transmit them to the Remote Equipment Controller. 3. Skilled operators shall be available 24 hours per day, 7 days a week to monitor customer schedules and shall have the ability to override the current schedule and send commands directly to the Remote Equipment Controller to turn the lights on or off. The manufacturer shall provide a scheduling database system to receive schedules from the customer and transmit them to the Remote Equipment Controller. K. System Operations: These options shall be provided with the Standard Scheduling Software or may be added later. 1. Telephone Override. Any pre- authorized user may call Control -Link Central and request an immediate schedule change. Z:UAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 12 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. Accounting and Energy Management. This management service feature enables the owner to track usage of lighting by zone /field and by user for purposes of billing the responsible entities. These reports are to be made available via the Internet. 3. Lighting Maintenance. This mdr ittyri lent Service feature tracks runtime hours and number of start-stop cycles for purposes of economically predicting re- Tamping needs in advance. Local control actions are not tracked by the base station. L. Installation: Install the lighting control equipment according to the manufacturer's written instructions. M. Control Wiring Installation: Install and hard wire all connections for each remote equipment controller. N. Field Quality Control: 1. Manufacturer's Field Services. Arrange and pay for the services of factory- authorized service representatives to commission, test, and program the lighting control panels. 2. Test Labeling. All equipment shall have test labels applied by the manufacturer that are clearly visible. O. Commissioning: 1. Refer to Customer Support Services Section for details regarding commissioning. 2.06 LIGHTING CONTACTOR CABINET (LCC) A. The Lighting Contactor Cabinet shall be factory assembled and wired by Musco. The LCC shall arrive job site ready for structural attachment to an existing wall, switchgear rack, or freestanding enclosure. B. For safety of personnel and equipment, door shall be electrically bonded to the cabinet enclosure. Cabinet door shall utilize a lockable, 3 point latching assembly that provides a NEMA 4 rated seal. C. Built -to -order subpanel shall be fabricated from 5052 H32 quality aluminum that is at least .10 thick. The panel shall be pre - punched to specific contactor configurations and further coated with a polyester powder coat paint. Panel shall be electrically bonded to the exterior enclosure. D. For easy identification and maintenance, each enclosure shall contain typical control and power wiring schematics as well as project specific control schematics. For easy installation, each cabinet shall be labeled to match the field diagrams, pole identification, disconnect schedule, and other applicable components. E. To allow tor fast, labor saving installation, the control wire terminations shall be ready to accept plug -in connection from a remote equipment controller and additional contactor cabinets. The control wire terminations shall include UL Listed terminal blocks mounted on a DIN rail and 250 volt, 16 amp, touch -safe type fuse holders. All control wiring internal to the cabinet shall be type MTW (rated for 105 degrees C). Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 -13 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Manual Off -On -Auto Selector Switches For on -site manual control, three (3), three position selector switches (Off-On -Auto) shall be factory- mounted on the face of the LCC and three (3) additional selector switches in a separate NEMA 4X rated enclosure. The switches shall be keyed and maintain position, with make - before -break contacts and mounted on a swing -out sub - panel. A legend plate shall clearly identify the zone and position of each switch. Switches shall be factory-wired to the control terminal blocks mounted on a stationary back panel. The back panel shall include fusing to protect the switches and plug -in connectors for the factory wire harnesses. F. LCC shall be c/w 30 and 60 amp contactors an be pre -wired to selector switches. G. Contactors shall be UL listed for lighting applications. They shall be rated at full capacity, be electrically held, utilize a 120 volt coil and be rated for operation in an ambient temperature range of —40 degrees C to +70 degrees C. H. Terminal blocks shall be UL Listed. 30 and 60 amp modules shall be sized to handle 2/0 -14 gauge wire. Manual Off -On -Auto Selector Switches For on -site manual control, three (3), three position selector switches (Off -On -Auto) shall be factory- mounted on the face of the LCC and three (3) additional selector switches in a separate NEMA 4X rated enclosure. The switches shall be keyed and maintain position, with make - before -break contacts and mounted on a swing -out sub - panel. A legend plate shall clearly identify the zone and position of each switch. Switches shall be factory-wired to the control terminal blocks mounted on a stationary back panel. The back panel shall include fusing to protect the switches and plug -in connectors for the factory wire harnesses. J. 24 hour time clocks shall be mounted and pre -wired in the LCC cabinet and shall serve as security to ensure the lighting system operates on /off. K. For safety of equipment and personnel, a ground bar that accepts up to 15 #14 to #4 gauge wires shall be provided. L. The Lighting Contactor Cabinet shall be covered under the standard warranty for the accompanying Musco product. 2.07 POLE STRUCTURE A. The structural design of the poles must be demonstrated to be based on Building Code, latest adopted version (UBC) criteria for pole stress allowances. B. The poles for the Softball field lighting project shall be designed to withstand mph winds based upon standards. The premise of the wind speed criteria will be the 50 year mean recurrent isotach wind map. Applicable gust factors to be applied per code. C. The pole shall be designed to provide a mounting height above the surface at its foundation of 70' and 80' and to be of sufficient strength to support the effective projected area (EPA) of the pole and all of the attached devices including, as applicable, light fixtures, crossarms, mounting brackets, ballast boxes and any other devices which are to be attached to the pole. Z:UAN \ SPECS \02032A•YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 14 PARKS AND RECREATION DIVISION YAKIMA WASHINGTON D. The pole shaft shall be high strength low alloy tapered tubular steel that is equal to current ASTM -A595 standards, with galvanized coating inside and out. All connections of pole sections shall be by slip fitting the top section over the lower section by a length of at least 1.5 times the diameters. E. Steel components of the pole shall be hot dip galvanized to current ASTM A -123. Steel portions of the pole shall be constructed such that all segments of the pole can be readily heated to like temperatures in commercially available galvanizing methods. To avoid problems of galvanize adherence to differing steel alloys, all steel components used for the pole must be of the same type steel. All exposed steel components of the pole shall be at least 18" above the surface of the ground to avoid exposure of the steel to the heavily moisture and oxygen laden air, both above and below the surface. There shall be a cap to cover the top of the pole so that rain will not enter the interior of the pole. To avoid stress corrosion of the pole, there shall be no weld points of the steel portion of the pole within 18" of the ground. 2.08 FOUNDATION A. The foundation must be designed based on UBC design for foundations. B. Any concrete portions of the pole in which steel components that provide tension strength are contained, shall be allowed to harden for a minimum of 28 days before stress loads of pole attachment are applied. C. The foundation of the pole shall be constructed of not less than 9,500 psi pre - stressed centrifically cast concrete such that the steel reinforcement within the concrete shall be protected from slippage and exposure to oxidation through voids in the concrete or exposure of the steel through porous concrete material. The owner shall then be responsible and absorb the additional costs associated with: D. The design criteria for these specifications are based on site soil conditions found in the geotechnical report. It shall be the Contractor's responsibility to notify the Manufacturer's on -site representative of soil conditions differing from the design criteria. 1. Musco Lighting Company has provided an engineered foundation embedment design by a structural engineer registered in the State of Washington. That design has been included in the project drawings for the Contractor's use in bidding and installation. 2. The method of installation shall be the responsibility of the installing contractor. E. Lightning Protection: 1. All structures shall be equipped with lightning protection meeting standards estahlishedl by NFPA 780 (National Fire Protection Association). Z:UAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 15 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. There shall be provided at each structure at least one copper -clad steel ground rod of not less than 5/8" in diameter and not less than 10' in length. An 8' ground rod would be permissible provided it extends vertically into the earth at least 10'. 3. The ground rod(s) shall be connected to the structure by a copper main down conductor. This conductor shall be not less than a #2 conductor if the structure is 75' or less above grade. If the structure is greater than 75' above grade the conductor shall be not less than a #2/0 conductor. 4. For steel poles, the main down conductor shall extend from the base of the steel pole to the ground rod(s) and shall be bonded to the steel pole and the equipment ground. All metal components on the pole shall be bonded to the pole. 5. All main down conductors and all bonding conductors shall maintain a horizontal or downward coursing path, free from "U" or "V" (down and back up) pockets. Such pockets, often formed by metal components mounted below the pole top bond location, shall be provided with a down conductor from the base of the component to ground or to an adjacent main down conductor. 6. No bend of any conductor shall form an included angle of less than 90 degrees nor shall it have a radius bend of less than 8 ". PART 3 - EXECUTION 3.01 INSTALLATION A. To permit ease of handling of material at the job site and to avoid damage to the existing facility, no single component of the pole shall be in excess of 5,300 lbs., nor be greater than 41' in length. B. The pole base shall be installed as shown by the design provided by Musco Lighting Company and as prescribed by the standards for foundation design. Concrete backfill is required. C. The pole base shall be separate from the pole such that the base may be installed, properly plumbed, and enlarged as to the bearing surface by concrete backfill allowing for inspection prior to the attachment of the steel pole. D. The pole and the luminaires shall be designed such that all wiring remains underground before entering the base of the pole and that no wiring shall be exposed to sun or weather as it transitions through the pole and to the ballast and on to each lamp. There shall be provided a non - threaded hot -dip galvanized steel or concrete enclosed raceway for transition of the pole feeder conductors from the trench to the ECE. E. All field electrical connections on the pole shall be achieved by UL listed plug -in or lug method of attachment from the load side of the breaker /disconnect to the lamp socket. The feeder and grounding conductors from the service entrance to the pole shall be connected at the pole by landing lugs. Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 - 16 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON F. When service is necessary, by placement of ballast, fuses, capacitors, along with disconnect, near ground level (IES RP -6 -88, pages 33 and 90). Wiring harness shall be designed with abrasion protection sleeving, proper suspension support, etc. 3.02 SAFETY - SPECIAL CONDITIONS A. There shall be provided a UL listing for all electrical components from its connection to the feeder conductors, to its completion at the lamp socket including all connections. This listing shall be based upon UL testing and evaluation of the compatibility of the enclosures and the components for use in combination in this application in addition to the individual • components being UL listed nr recognized. B. Musco Lighting Company shall provide a copy of the complete Underwriters Laboratory report covering the entire iuminaire assembly being supplied for this project for the owner's review and retention. Partial UL files will not be accepted per the requirements of UL. In addition, Musco Lighting Company shall supply proof of most recent Underwriters Laboratory inspection process. C. The Sports Lighting Structure shall meet National Electrical code. D. Warranty —10 Club Service® 1. Assurance - Manufacturer will provide services including all materials and labor to maintain operation of sports lighting equipment according to original design criteria, including alignment of luminaires on the poletop luminaire assembly, for ten (10) years or hours, whichever occurs first. 2. Conditions — (a) Lamps will be group replaced at such time the lamps exceed their useful life, which is 3,000 hours for the 1500 watt lamps. Individual lamp outages will be repaired when any one of these events occur: • When more than 10% of the lamps are out on any one field • When lamp outages materially effect the usage of the field (b) Preventative and Spot Maintenance - Manufacturer shall provide preventa- tive and spot maintenance as needed to maintain operation of the sports lighting equipment. 3. Limitations - Maintenance, repair or replacement necessitated by loss or damage , resulting from any external causes such as: (a) vandalism (b) major storms and lightning (c) unauthorized repairs (d) failure of owner's electrical service 4. External Loss or Damage Repair - Customer may authorize manufacturer to complete maintenan repair or replar of non - covered items for an additional fee. Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 CITY OF YAKIMA SPORTS FIELD LIGHTING KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 Section 13126 -17 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 5. Service Contact - Manufacturer shall provide a toll -free number to a full -time service department that shall be staffed by qualified repair personnel. 6. Assurance Guarantee - Manufacturer shall be responsible for and provide the warranty services. To assure full compliance with this warranty, the manufacturer shall provide the Owner with a signed Certificate of Insurance which guarantees the comprehensive Ten Club Service for the ten -year period, or the number of hours specified in the contract, whichever occurs first. The insurance policy shall be fully funded on an actuarially sound basis and underwritten by a top -rated insurance company. 7. Insurance Certificate - Manufacturer shall provide the City of Yakima with a signed Certificate of Insurance that guarantees the ten -year warranty service for the full ten -year period. The insurance policy must be fully funded in an actuarially sound basis and underwritten by a top -rated insurance company. 3.03 ON -SITE SERVICES A. Musco Lighting Company will provide an on -site engineer and /or geotechnicai engineer during construction of the foundations and installation of the lighting poles and equipment. The engineer shall provide assistance to the Contractor during installation of the lighting system. This service shall be included at no additional cost to the City of Yakima or installing contractor. B. Musco Lighting Company will provide an on -site visit by a factory technician after completion of the installation. The factory technician shall make any necessary adjustments to the aiming in order to ensure that specified maximum footcandle levels are not to exceed. This service shall be included at no additional cost to the owner or installing contractor. END OF SECTION 13126 Z:WAN \ SPECS \02032A- YK\13126.wpd May 16, 2003 DIVISION 15 - MECHANICAL CITY OF YAKIMA GENERAL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 15 000 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 GENERAL CONDITIONS AND DIVISION 01 APPLY TO THIS DIVISION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish labor, materials, and equipment necessary for completion of work unless indicated or noted otherwise. 2. Furnish and install motors specified in this Division and be responsible for proper operation of electrical power equipment furnished by this Division. 3. Furnish exact location of electrical connections and complete information on motor controls to Division 16. 4. Put all systems into full operation and adjust to specified conditions. 5. Make changes in pulleys, belts, and dampers or adding dampers as required for correct balance as recommended by section 15 990 and at no additional cost to Owner. 6. Pay all permits and fees levied by utility companies and /or governing agencies. 7. Provide cutting and patching necessary as specified in section 15 050. 8. Equipment, systems or devices furnished in Division 15 requiring Electrical wiring to components shall be wired under Division 15 unless otherwise indicated. Electrical circuit and J box to be furnished in Division 16. B. Related Work Specified Elsewhere 1. Raceway (conduit), unless specified otherwise, line voltage wiring, outlets, and disconnect switches specified in Division 16. 2. Magnetic starters and thermal protective devices (heaters) not a factory mounted integral part of packaged equipment are specified in Division 16. C. Definition 1. The terms "The Contractor" or "This Contractor ", when used in Division 15 shall mean the Contractor for mechanical work. 1.03 QUALITY ASSURANCE A. Design Criteria 1. Drawings a. Mechanical drawings show general arrangement of piping, ductwork, equipment, etc. Follow as closely as actual building construction and work of other trades will permit. b. Consider architectural and structural drawings part of this work insofar as these drawings furnish information relating to design and construction of building. These drawings take precedence over mechanical drawings. c. Because of the small scale of mechanical drawings, it is not possible to indicate all offsets, fittings, and accessories, which may be required. Investigate structural and finish conditions affecting this work and arrange work accordingly, providing such fittings, valves, and accessories required to meet the conditions. B. Requirements of Regulatory Agencies 1. Perform work in accordance with applicable provisions of Uniform Mechanical Code, Uniform Building Code, Uniform Plumbing Code, Uniform Fire Code, Federal American Disabilities Act, all State and local codes and Ordinances, and adoptions thereof. Provide materials and labor necessary to comply with rules, regulations, and ordinances. 2. In case of differences between building codes, state laws, local ordinances, utility company regulations, and Contract Documents, the most stringent shall govern. Promptly notify Owner's Representative in writing of such differences. CITY OF YAKIMA GENERAL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 15 000 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.04 SUBMITTALS A. Shop Drawings 1. Submit shop drawings in accordance with section 01300 and as directed in section 15 050. 2. Shop drawings and material schedules shall be submitted for approval on all materials a nd e q u ipment prior to nrrlerinn This applies to all specified material and equipment including Basic Materials specified in BASIC MATERIALS AND METHODS section. 3. Provide specific wiring diagrams for all equipment requiring electrical or control wiring. Upon approval, copies of these diagrams shall be forwarded to pertinent contractors. B. Operation and Maintenance Manual for Mechanical Systems 1. Bind Operation and Maintenance Manual for Mechanical Systems in a black three -ring, hard - backed binder. The front of the manual shall be labeled as follows: MECHANICAL OPERATION AND MAINTENANCE MANUAL (Project name) (City & State) (Year) OWNER: (Name) . ARCHITECT: (N ENGINEER: Riley Engineering, Inc. CONTRACTOR: (Name) MECHANICAL CONTRACTOR: (Name) The spine shall be labeled as follows: MECHANICAL O &M MANUAL (Year) (Project Name) a. Provide a master index at beginning of Manual showing items included. Use plastic tab indexes for sections of Manual. b. First section shall consist of name, address, and phone number of Architect, Mechanical and Electrical Engineers, General Contractor, and Mechanical, Plumbing, Sheet Metal, Refrigeration, Temperature Control, and Electrical Contractors. c. Provide a separate section for each section of the specifications. Provide index for each section listing equipment included. d. Submit one preliminary copy of Operation and Maintenance Manual for approval. Submit two approved copies during inspection period and turn both over to the Owner. 2. Include descriptive literature (Manufacturer's catalog data) of each manufactured item. Literature snail show capacities and size of equipment used and be marked indicating each specific item with applicable data underlined. Literature, catalog cuts, etc. shall be clean copies. FAX copies or other poor quality prints will cause rejection of manuals. 3. Operating instructions shall include: a. General description of each mechanical system. b. Step by step procedure to follow in putting each piece of mechanical equipment into operation. c. Provide schematic control diagrams for each separate fan system, refrigeration system, heating system, control panel, eic. Each diagram shall show locations of start -stop switches, insertion thermostats, room sensors, automatic valves, and refrigeration accessories. Mark correct operating settings for each control instrument on these diagrams. d. Provide diagram for electrical control system showing wiring of related electrical control items such as fire stats, fuses, interlocks, electrical switches, and relays. CITY OF YAKIMA GENERAL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 15 000 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON e. Provide a drawing of each temperature control panel identifying components on the panels and their function. 4. Maintenance instructions shall include: a. Manufacturer's maintenance instructions for each piece of mechanical equipment installed in Project. Instructions shall include name of vendor, installation instructions, parts numbers and lists, operation instructions of equipment, and maintenance and lubrication instructions. b. Summary list of mechanical equipment requiring lubrication showing name of equipment, location, and type and frequency of lubrication. c. List of mechanical equipment used indicating name, model, serial number, and nameplate data of each item together with number and name associated with each system item. 5. Air Balance, Hydronic Balance, and Test Run Reports. 6. Check lists, test records and certifications. C. Record Drawings 1. Record differences between mechanical work as installed and as shown in Contract Documents on a set of prints of mechanical drawings to be furnished by Owner's Representative. Return these prints to Owner's Representative at completion of Project. Notations made on drawings shall be neat and legible. D. Operation and Maintenance Training 1. Instruct the Owner's Representative(s) in operation and maintenance of mechanical systems utilizing Operation and Maintenance Manual when so doing. 2. Individuals present shall include Contractors, subcontractors and equipment factory representatives. These individuals shall assist in instruction and start-up. 3. Prepare statement and checklist to be included in the O &M manuals. The Statement may read as follows: "I, the Contractor, associated factory representative and subcontractor, have started each system and the total system and have proved their normal operation to the Owner's representative and have instructed him in the operation and maintenance thereof." Owner's Representative Contractor Mechanical Systems Demonstrated by Representative Date 1. Domestic Water Systems 2. Domestic Water Heaters 3. Air Handling Units 4. Temp Control Systems 5. Exhaust Fans 6. O &M Manuals Received 7. Record Drawings Rec'd 1.05 PROJECT CLOSEOUT A. The Contractor shall notify the Owner's Representative in writing when the project is ready for punch lists. After punch lists are complete, written notice must be forwarded to the Owner's Representative requesting final checkout. Any additional trips required due to incomplete items on previous punch lists will be billed to the Contractor at normal rate plus travel expenses. 1.06 MECHANICAL COST BREAKDOWN A. The mechanical contractor shall furnish to the Owner's Representative a breakdown of the mechanical construction cost within 30 days of notice to proceed. Each item listed below should include separate figures for labor and material. 1. Mobilization 2. Site Plumbing CITY OF YAKIMA GENERAL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 15 000 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3. Under floor Plumbing 4. Plumbing rough -in 5. Plumbing Equipment 6. Plumbing Fixtures 7. HVAC Equipment 8_ Insulation (pipe and duct) i ei 1 per awl c Controls JIo 10. Balancing 11. Operation and Maintenance Manuals 12. Project Closeout Requirements 13. Additional systems and equipment as required 1.07 GUARANTEE A. In addition to guarantee specified in General Conditions, guarantee heating, cooling and plumbing systems to be free from noise in operation that may develop as a result of failure to construct system in accordance with Contract Documents. B. In order to be protected, secure proper guarantees from suppliers and subcontractors. 1.08 TEMPORARY HEATING A. Temporary heating for facility during construction phase shall not be supplied by the permanent system installed under these specifications. B. Exception 1. Product warranties shall be extended to account for construction use. Contractor shall furnish certified document stating such extended warranties. 2. Contractor shall obtain letter of approval from the Owner stating that they understand equipment expected life may be shortened due to severe usage. 3. Contractor shall be responsible for pressure cleaning all coils and vacuum cleaning all ductwork prior to occupancy. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PREPARATION A. Site Inspection 1. Examine premises and understand the conditions, which may affect performance of work of this Division before submitting proposals for this work. 2. No subsequent allowance for time or money will be considered for any consequence related to failure to examine site conditions. 3.02 CLEAN -UP A. Clean up all equipment, materials, cartons and other debris that is a direct result of the installation of equipment under this contract. Each contractor shall be responsible for removal of debris caused by his work. END OF SECTION 15 000 CITY OF YAKIMA BASIC MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 050 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. • 1.02 SUBMITTALS A. Furnish complete catalog data for manufactured items of equipment to be used in the work for review within 30 days after award of Contract. B. Submit required number of copies of submittal data in loose -leaf binder for approval. The Owner's Representative requires (3) copies for in office use, the Contractor shall determine additional copies required and submit adequate amount for distribution. 1. Submittal booklet shall be complete with all equipment and materials used on the project. Fire protection and temperature control shop drawings may be submitted in separate booklets. 2. If equipment other than that scheduled is used and requires location or system changes, these changes shall be included in the submittals. Drawings shall include any ductwork or piping changes required and calculations indicating increase or decrease of capacities. Drawings for roof mounted HVAC equipment shall include structural element locations and point loading. Changes required for structural elements will not be permitted without written permission from the Structural Engineer. C. Submittal data shall be on 8 1/2 x 11 or 11 x 17, suitable for copying. Diagrams and drawings larger than 11 x 17 shall be neatly folded to fit into binder. Drawings and catalog data must be clean, neat copies. FAX material or other poor quality copies will not be acceptable. 1. Index in same order and using same name as appears in the specifications. 2. Where choices of options and accessories are available or specified, provide written description of what is to be furnished. If necessary, list page numbers where submitted items are described. 3. State sizes, capacities, brand names, motor HP, accessories, materials, gauges, dimensions, and other pertinent information. 4. Underline applicable data. D. If material or equipment is not as specified or submittal is not complete, it will be rejected. E. Catalog data or shop drawings for equipment which are noted as being reviewed shall not supersede Contract Documents. F. Review comments shall not relieve Contractor from responsibility for deviations from Contract Documents unless attention has been called to such deviations in writing at time of submission, nor shall they relieve this Contractor from responsibility for errors in items submitted. G. Check work described by catalog data with Contract Documents for deviations and errors. H. A maximum of 10 copies of submittals will be stamped and red -line reviewed and will be returned to the Architect, unless directed otherwise by the Architect. The remaining copies will be returned without stamp and red lines, each additional copy will include a descriptive memorandum itemizing review comments and required corrective action if applicable. 1.03 PRODUCT DELIVERY, STORAGE AND HANDLING A. Follow manufacturer's directions in delivery, storage, protection, and installation of equipment and materials. 1. Promptly notify Owner's Representative in writing of conflicts between requirements of Contract Documents and manufacturer's directions and obtain written instructions from Owner's Representative before proceeding with work. Bear expenses arising from correcting deficiencies of work that do not comply with manufacturer's directions or such written instructions from Owner's Representative. CITY OF YAKIMA BASIC MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 050 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Deliver equipment and material to site and tightly cover and protect against dirt, water, and chemical or mechanical injury but have readily accessible for inspection. Store items subject to moisture damage (such as controls) in a dry, heated space. C. This Contractor shall be responsible for protection of equipment furnished in this Division during all phase phases o f construction D "r weatherers ens iipment mu 'St be restored to like new condition s .. .�,,. .,..... _ ... or replaced at the Contractor's expense. 1.04 JOB CONDITIONS A. Scheduling 1. It is understood that while drawings are to be followed as closely as circumstances permit, this Contractor will be held responsible for installation of systems according to the true intent and meaning of Contract Documents. Anything not clear or in conflict will be explained by making application to Owner's Representative. Should conditions arise where certain changes would be advisable, secure approval from Owner's Representative for those changes before proceeding with work. 2. Coordinate work of various trades in installing interrelated work. Before installation of mechanical items, make proper provision to avoid interferences. Changes required in work specified in Division 15 caused by neglect to do so shall be made at no cost to Owner. 3. Furnish and install inserts and supports required by Division 15 unless otherwise noted. b, l inserts, r+ and t that integral part of other divisions Furnish I JIGCVes, iiiSei �S, supports, anu equips � �en�� a �a. are an irl �c. a. part of the work to sections involved in sufficient time to be built into construction as the Work proceeds. Locate these items and see that they are properly installed. Expense resulting from improper location or installation of items above shall be borne under Division 15. 4. Adjust locations of pipes, ducts, equipment, fixtures, etc., to accommodate work from interferences anticipated and encountered. Determine exact route and location of each pipe and duct prior to fabrication. a. Make offsets, transitions, and changes in direction of pipes, ducts, and electrical raceways as required to maintain proper head room and pitch of sloping lines whether or not indicated on Drawings. Furnish boxes, etc., as required to affect these offsets, transitions, and changes in direction. • 5. Slots and openings through floors, walls, ceilings, and roofs in new construction shall be provided by other divisions in their respective materials but this Contractor shall see that they are properly located and do any cutting and patching caused by Contractor neglect to do so. B. Existing Utilities and Piping 1. The locations of existing concealed lines and connection points have been indicated as closely as possible from available information. The Contractor shall assume that such connection points are within a 10 -foot (10') radius of the indicated location. Where connection points are not within this radius, the Contractor shall contact the Owner's Representative for a decision before proceeding or may proceed at his own expense. 2 Connection points to existing work shall be incated and verifiers prior to starting new work. PART 2 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. Materials used under this Contract, unless specifically noted otherwise, shall be new and of the latest and most current model line produced by the manufacturer. Outdated "new" equipment is not acceptable. Each item of equipment shall conform to the latest Standard Specifications of the American Society for Testing Materials. B. Motor and equipment name plates as well as applicable UL and AGA labels shall be in place when project is turned over to the Owner. CITY OF YAKIMA BASIC MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 050 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Standards 1. Throughout these specifications, various materials, equipment, apparatus, etc., are specified by manufacturer, brand name, type or catalog number. Such designation is to establish standards of desired quality and construction and shall be the basis of the bid. 2. All equipment shall be provided with UL or equivalent label and /or listing in accordance with the requirements of the NEC. a. Equipment shall be listed as an assembly where listing /labeling program is available for that type of equipment. D. Substitutions 1. Substitutions will not be permitted without written approval. 2. Where two or more designations are listed, choice will be optional with the Contractor except that where more than one manufacturer is listed, and only one manufacturer's catalog number is indicated, that standard of quality and construction must be maintained by materials supplied by the other manufacturer(s). 2.02 MATERIAL AND EQUIPMENT IDENTIFICATION A. Tags shall be laminated phenolic plastic, black front and back with white core, with lettering etched through the outer covering. White engraved letters on black background. Lettering shall be 3/16" high at pushbutton stations and similar devices where the tag is attached to the device plate or cover. At other locations, lettering shall be 1 /4" high. Tags shall be securely fastened to the equipment with No. 4 Phillips, round -head, cadmium - plated, steel self- tapping screws or nickel - plated brass bolts. Tags at large valves may be on chains. Tags shall adequately indicate area served and equipment served. B. At the Contractor's option, valve tags may be 11/2" diameter brass or anodized aluminum as manufactured by W.H. Brady Co., Seton or equal. C. Label fire damper access doors, see paragraph 2.03(C) below. D. Piping labels, decals and color bands shall be WH Brady Co., Seton, Craftmark or equal. Painted label stenciling is not acceptable. E. Buried exterior piping location and identification tape: Seton 2" or 6" metallic lettering to match service. 2.03 ACCESS PANELS AND DOORS A. Access doors for equipment, valves, dampers, etc., shall be type suited to material and finish in which installed and shall have same fire rating. B. Access doors shall be Ductmate, Milcor, Zurn, Elmdor or Bilco of size as required for adequate service of item of equipment, with maximum size of 24" X 24 ". C. Fire damper access doors in ductwork shall be Cesco model CAD, Bullock, Ventlock, Elmdor, DuroDyne, or approved equal, of maximum size to fit ductwork up to 24" square for duct sizes larger than 24 ". 1. Permanently label each fire damper access door with 2" high lettered decal "FIRE DAMPER." PART 3 EXECUTION 3.01 PREPARATION A. Ensure that items to be furnished fit space available. Make necessary field measurements to ascertain space requirements including those for connections and furnish and install equipment of size and shape so final installation shall suit true intent and meaning of Contract Documents. CITY OF YAKIMA BASIC MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 050 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. If approval is received to use other than scheduled items, responsibility for specified capacities and ensuring that items to be furnished will fit space available lies with this Contractor. 2. Any changes required by other Contractors caused by substituted equipment is the responsibility of this Contractor. Drawings required for all changes shall be included in the submittals, see paragraph 1.02 above. 2 In the event other th scheduled equipment is used and will not fit job site conditions, this Contractor assumes responsibility for replacement with items named in the equipment schedules. • 3.02 PERFORMANCE A. Arrange pipes, ducts, and equipment to permit ready access to valves, unions, traps, trap primers, starters, motors, control components, and to clear openings of doors and access panels. B. Hang all mechanical materiai and suspended equipment from structure. Do not hang from other material or equipment. Hangers in tandem or off angles must be designed for that purpose. C. Cut carefully to minimize necessity for repairs to existing work. Do not cut beams, columns, or trusses. 1. Patch and repair walls, floors, ceilings and roofs with materials of same quality and appearance as adjacent surfaces unless otherwise shown. Surface finishes shall exactly match existing finishes of same materials. Cutting an d patching f work instalieri in this division is the responsibility of section doing the work. 2. Contractor for each section of this division shall bear expense of cutting, patching, repairing, and replacing of work of other sections required because of his fault, error, tardiness, or because of damage done by this Contractor. 3. Cutting, patching, repairing, and replacing pavement, sidewalks, roads, and curbs to permit installation of work of this division is responsibility of section installing work. D. Painting 1. This Contractor shall be responsible for painting of unfinished ferrous mechanical equipment in mechanical rooms and spaces and where mechanical equipment is located exterior of the building. Ferrous equipment, including metal stands, curbs and equipment bases, shall be given a prime coat and be finished with two coats of machinery enamel. Piping and ductwork does not require painting under this section except for color coding and labeling as specified below. 2. All mechanical equipment which is furnished with a factory finish which becomes damaged shall be touched up to match original factory finish. E. Material and Equipment Identification 1. The Contractor shall tag valves, air conditioning units, fans, motor starters, pumps, control stations and special devices furnished under this Contract. a. Prepare valve tagging schedule indicating valve number, service and area served. sr-nor-ink. shall ale included in O&M manual. 2. Piping systems shall be identified (color- coded). All visible sections of piping shall be marked with color bands or decals at no more than 15 feet apart. Marking shall include flow arrows. Piping located in accessible shafts or pipe chases, and piping located above accessible ceilings shall be marked with color bands or decals no more than 20 feet apart and shall include flow arrows. Provide minimum of one set of identification labels per room. 3. Piping buried exterior of building shall have identification and location tape installed above pipe within 6" of surface. If deeper bury is required, Contractor to use 6" wide tape. F. Non - potable Systems & Outlets 1. Label piping in accordance with "E" above. 2. Provide and install sign at all outlet locations of non - potable water to read "Danger Unsafe Water - Do Not Drink ". CITY OF YAKIMA BASIC MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 050 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3. Signs shall be 10" x 7" equal to Seton. Signs for interior use shall be Butyrate, semi- rigid. Signs for exterior use shall be baked enamel on 0.16 ga. aluminum. G. Access Openings for Valves, Dampers, Etc. 1. Provide access doors wherever required to service valves, dampers, fire dampers, motor or any other items of equipment where concealed, unless specifically indicated on the drawings to be furnished under other section(s). Access doors for fire dampers shall be installed in duct adjacent to fire damper. Equipment which is accessible by means of removable ceiling panels or tile does not require access doors or panels. Access doors and panels for service and maintenance of equipment items shall be sized and located to allow adequate access for required service. H. Piping and Duct Systems Sound Isolation 1. Take due care to prevent piping, conduit or other building materials from touching ductwork, and other mechanical equipment. 2. Isolate piping near fixtures with pre- manufactured piping isolators. Ancon Acousto -Plumb or equal. 3. Take due care to prevent any part of the mechanical system from creating undue noise or from transmitting noise from one area to another. 3.03 ADJUSTMENT AND CLEANING A. Properly lubricate equipment before Owner's acceptance. B. Clean exposed piping, ductwork, equipment, and fixtures. Repair damaged finishes and leave everything in working order. C. Remove stickers from fixtures and adjust flush valves. END OF SECTION 15 050 CITY OF YAKIMA EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 051 m 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A Related Work Specifier) Elgewhere 1. Contractor shall coordinate and comply with Division 2. 2. Location /Identification Tags -15 050. B. Description of System 1. This Contractor shall include in his bid the complete excavation and backfill cost required to install his work as specified under Division 15 (Mechanical) of this specification. Contractor shall provide necessary excavation, shoring and backfilling required for the proper installation of his work, inside building and premises, or outside as may be necessary. 1.03 QUALITY ASSURANCE A. Testing 1. Compaction testing shall conform to ASTM 1557 modified proctor. a. Compact to: 95% density for fills under all interior and exterior concrete slabs, in all streets, and where lines are buried 10' and more. 90% density elsewhere. B. Requirements of Regulatory Agencies 1. Proper approval shall be obtained in accordance with applicable City, County and /or State regulations. 2. All safety regulations must be observed. 1.04 JOB CONDITIONS A. Existing Conditions 1. The Contractor shall refer to the soils report, where same is available in other sections of the specification, for conditions affecting the work under Division 15. B. Protection 1. Protect adjoining properties, existing sidewalks and other improvements to remain. If damaged, repair or replace as directed by the Owner's Representative. PART 2 m NOT USED PART 3 EXECUTION 3.01 PERFORMANCE A. Trenches shall be excavated to grade with bottom rounded to fit outside of pipes. Bell holes shall be hand excavated to insure the pipes resting for the length upon the bottom of the trench. Any excess excavation shall be backfilled with sand or fine gravel thoroughly compacted to give full support to the pipe. Sand or fine gravel shall be backfilled up to 6" over top of pipe before approved site material is used to complete backfill. B. Pipe shall be bedded on smooth material equal to sand or fine gravel. Where rraiive soil includes rock, stones, or boulders in excess of 1" the trench shall be over excavated a minimum of 6" and backfilled with suitable bedding material. Suitable bedding material shall be sand, blend sand or 3/4" minus gravel or crushed rock. Bedding shall be thoroughly compacted for full pipe support. CITY OF YAKIMA EXCAVATION AND BACKFILL KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 051 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. No underground lines shall be covered until the installation has been approved by inspectors having jurisdiction. All trenches near or under footings or utility tunnels shall be cut only after approval of the Owner's Representative. All backfilling of such trenches shall be in accordance with his directions. D. Compact carefully against foundation, basement and retaining walls so as not to create excessive pressure on walls. Backfilling shall be compacted in 8" maximum lifts. E. Approved site material not containing rocks in excess of 2" diameter may be used for compacting backfill in amounts available. Additional approved backfill materials shall be furnished by the Contractor. F. Cinders shall not be used for backfill materials. 3.02 FIELD QUALITY CONTROL A. All items of grading which will in any manner affect the bearing capacity of the soil foundation upon which will be placed floor slabs, walls, columns, footings, pipe beds, and all external backfill under paved areas shall be performed to the above compaction tests. 3.03 CLEANING A. Excess earth shall be removed from the site and disposed of by the Contractor at his expense. B. Prevent spillage during hauling operations. In case of spills, clean streets by means of power sweepers or other approved methods. END OF SECTION 15 051 CITY OF YAKIMA PIPE AND PIPE FITTINGS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 060 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. General piping installation procedures for all piping systems. B. Related Work Specified Elsewhere 1. Type of pipe and fittings specified under each piping system. PART 2 PRODUCTS 2.01 MATERIALS A. Pipe Hangers 1. Provide hangers in accordance with the following: a. Steel Pipe Type - adjustable ring or adjustable swivel ring. Material - carbon steel. Finish - galvanized. Ei ico /iviiChigani Hanger #100 or '115. b. Copper Pipe Type - coated adjustable pipe ring. Material - malleable iron adjusting nut with plastic coated steel band, gold guard or copper finish, carbon steel ring with malleable iron adjusting nut. Erico /Michigan Hanger #102. c. Cast Iron Pipe Type - adjustable clevis. Material - carbon steel. Finish - black. Erico /Michigan Hanger #400. d. Plastic, Glass, Brass or Aluminum Pipe Type - coated adjustable pipe ring. Material - malleable iron adjusting nut with plastic coated steel band. Erico /Michigan Hanger #102. e. Heating piping, 2 1/2" and larger requiring expansion compensation Type - adjustable steel yoke pipe roll. Material - cast iron roll, carbon steel yoke, roll rod and hex nuts. Erico /Michigan Hanger #610. 2. Accepted Manufacturers a. Grinnell b. Erico /Michigan Hanger Co. c. Pipe Shields, inc_ d. Kin -Line e. Superstrut f. Tolco 3. Piping run close to structure may be supported with unistrut channel and pipe clamps. a. Clamping system may be unistrut or equal. b. Clamps may also be quick snap type "clic" by Litchfield International Inc. Care must be taken to insure system meets requirements when installed in plenum ceiling areas. B. Insulation Shields and Saddles 1. Provide shields to protect insulation at hangers. a. Heating Piping Type - protection saddle. CITY OF YAKIMA PIPE AND PIPE FITTINGS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 060 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Size - to suit thickness of insulation. Material - curved carbon steel plate. Erico /Michigan Hanger #630 series. b. Cold Piping Type - insulation protection shield. Material - carbon steel. Finish - galvanized. Erico /Michigan Hanger #125. 2. Approved Manufacturers a. Grinnell b. Tolco c. Erico /Michigan Hanger Co. d. Pipe Shields, Inc. e. Kin -Line C. Unions 1. Unions used on galvanized pipe shall be galvanized. 2. Unions used on copper pipe shall be cast bronze. 3. Unions used to join dissimilar materials shall be dielectric. 4. Unions 2" and smaller shall be ground joint type with brass to iron seats, 125 psig WSP. 5. Unions 2 and larger shall be cast iron, flanged with gasket, 125 psig WSP. D. Sleeves and Plates 1. Sleeves that pass through beam, structural slab or other structural members shall be minimum 10 gauge galvanized steel. Other sleeves shall be Schedule 40 PVC or 14 gauge galvanized steel. 2. Sleeves that pass through fire walls shall be 10 gauge galvanized steel. See section 15 090. 3. Sleeves shall be large enough to accommodate the pipe and /or insulation penetrating sleeve with space for movement for expansion and contraction. 4. Plates shall be chromium plated brass escutcheons. Plates shall secure to pipe except where pipe penetrates floor it shall secure to sleeve. E. Water -tight Seals 1. To fit around pipe and expand in cast hole or sleeve to provide water -tight seal. 2. To consist of pressure plates and gasket. Gasket to expand to seal opening. 3. Pressure tested to 50 psi. 4. Approved Manufacturers a. Prozet b. Sureseal c. Mason F. Supports and Backing Plates 1. Provide proper supports of backing plates to secure piping. 2. Supports and plates shall be of same material as pipe or be furnished with insert or bushing to isolate support from piping. 3. Approved Manufacturer a. Holdrite PART 3 EXECUTION 3.01 PERFORMANCE A. Furnish and install a complete system of piping, valved as indicated or as necessary to completely control entire apparatus. Pipe drawings are diagrammatic and indicate general location and connections. Piping may have to be offset, lowered, or raised as required or directed at site. This does not relieve this Division from responsibility for proper erection of systems of piping in every respect. CITY OF YAKIMA PIPE AND PIPE FITTINGS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 060 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Properly support piping and make adequate provisions for expansion, contraction, slope, and anchorage. 1. Cut piping accurately for fabrication to measurements established at site and work into place without springing or forcing. 2. Do not use pipe hooks, chains, or perforated metal for pipe support. 3 r em o ve b rr a nd cutting sla fr pipes. 4. Make changes in direction with proper fittings. 5. Suspend all piping in building except that underground. Laying of piping on any building member is not allowed. C. Arrange piping to not interfere with removal of other equipment, ducts, or devices, or block access to doors, windows, or access openings. Provide accessible unions in piping at connections to equipment. D. Make connections of dissimilar metais with insulating coupiings. Cast brass fittings or valves shall be allowed in lieu of dielectric unions. E. Provide isolation valves for all equipment. F. Cap or plug open ends of pipes and equipment to keep dirt and other foreign materials out of system. Do not use plugs of rags, wool, cotton waste, or similar materials. G. Install piping systems so they may be easily drained. H. Hose bibbs for drains installed above ceilings or concealed, shall include a closure cap on the outlets. Do not use reducing bushings, street elbows, or close nipples. J. Pipe Hangers 1. Horizontal steel and copper piping shall be supported in accordance with the following schedule: Pipe Sizing Maximum Spacing Up to 11/2" 6' 2" - 2 10' 3" - 3 12' 4" and 5" 14' 6" 16' 8" 18' 2. Plumbing stacks and vertical risers shall be supported at each floor with riser clamps. 3. Heating hot water, steam and condensate piping 2 and larger shall be supported with roller type hangers with insulation saddles. 4. Horizontal cast iron piping shall be supported with hangers at all joints and fittings. No -hub piping shaii b s in a ccordance with man recommendations and as directed. Generally, supports shall be installed at each change in direction of piping with no -hub fittings. 5. Multiple runs of piping may be supported with Unistrut Channels. K. Provide sleeves around pipes passing through floors, walls, partitions or structural members. Pipe openings drilled or cast in concrete wall panels do not require sleeves. Sleeves installed in concrete floor or ceiling panels shall not extend below bottom of slab. Sleeves in finished walls shall flush out at surface of wail. This paragraph does not apply to fire protection in section 15 500. L. Furnish and install waterproof sleeves on all piping penetrations through the floor slabs in mechanical room floor or any area where pipes pass through slabs where water spillage could cause damage to ceilings below. Top of sleeve shall extend 2" above floor. CITY OF YAKIMA PIPE AND PIPE FITTINGS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 060 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON M. Furnish and install trim plates on all pipe penetrations exposed to view. N. In lieu of sleeves and fire stopping discussed above, the Contractor may use the "Proset Systems ". Materials and installation shall be in strict accordance with manufacturer's instructions. O. Isolate copper piping from all dissimilar metal. END OF SECTION 15 060 CITY OF YAKIMA SUPPORTS, CURBS, SEALS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 AND FLASHINGS PARKS AND RECREATION DIVISION 15 090 -1 YAKIMA, WASHINGTON PART 1 GENERAL • 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A In M iricri Rut hint 1 imitari TTr, 1. v This Contractor shall be responsible for providing equipment stands, supports, brackets, curbs, seals and flashing as specified herein or as indicated on the drawings. 2. Related Work Specified Elsewhere a. Concrete Housekeeping Pads and Curbs — Division 3 b. Curbs — Division 7 c. Firestopping — Section 07270 PART 2 PRODUCTS — MATERIALS (NOT USED) PART 3 EXECUTION 3.01 PERFORMANCE A. Equipment Foundations, Brackets and Stands 1. Concrete andior metal bases, foundations, brackets and stands for mechanical equipment shoaii be installed as required four proper support of mechanical equipment. All metal bases, brackets and stands furnished shall be prime coated with one coat of Kemkromik Universal Metal Primer, Rust -Oleum 678, or equal. See paragraph on painting for finished coat of paint. B. Curbs 1. Curbs for roof exhausters and packaged roof top equipment shall be by this Contractor unless otherwise specified. This Contractor shall coordinate structural installation requirements. 2. Curbs shall match roof pitch to provide flat surface for mounting equipment. 3. This Contractor shall coordinate curb requirements with Contractor providing roofs. C. Seals and Caulking 1. Where pipes or ducts pass through walls they shall be completely sealed and isolated from the walls by the use of 11/2 lb. density fiberglass blanket insulation around exterior of pipe or duct and plastic non - hardening caulking seals at both sides. In areas where water may occur at floor penetrations caulking shall be watertight. 2. Where duct and pipe penetrations are exposed to view they shall be trimmed with finishing flanges or plates. 3. This Contractor shall thoroughly caulk all utility openings entering building underground with hot pitch or tar on cold lines and Garlock packing on hot lines. 3. Where fire dampers are located in walls, floors or ceilings, the sound isolation treatment snanifiPri shove shall nni anniv famnars shall ha insialIPri per cnriP rep iirements, CITY OF YAKIMA SUPPORTS, CURBS, SEALS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 AND FLASHINGS PARKS AND RECREATION DIVISION 15 090 - 7. YAKIMA, WASHINGTON D. Flashing 1. All pipes passing through the roof shall be flashed at the roof with 4 lbs. sheet lead which shall extend at least 10" in all directions from the pipe and run vertically up the pipe not less than 12" above the roof. Each pipe shall be counterflashed and made tight with lead counter - flashing, extending down inside the pipe 1 and lapping over outside flashing 3" or with a Zurn Z -196 vent fitting. 2. Flash all roof drains with 4 Ib. sheet lead, extending at least 18" in all directions from drain. 3. Floor drains not located in concrete slab on grade shall have 4 Ib. lead flashing extending at least 18 inches in all directions from drain. Lead flashing may be omitted in slabs that are a single pour system, drains shall be provided with flashing collars and weep holes. 4. Counter - flashing for all roof mounted mechanical equipment shall be the responsibility of this Contractor and shall be completely coordinated with the Contractor providing curbs and roofing. 5. Flashing shall be coordinated with roofing system requirements and shall suit style and type of roofing used. END OF SECTION 15 090 CITY OF YAKIMA FLEXIBLE DUCT CONNECTIONS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 162 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Included Bu t Not Limited fted T H. Il lliIUUCU But Not LIIIIILGU 1 V 1. Provide flexible duct connectors on all ductwork connected to air moving equipment except curb mounted roof exhausters, ceiling exhaust fans and internally isolated air handling equipment with integral flex connectors. PART 2 PRODUCTS 2.01 MATERIALS A. Flexible duct connections shall be heavy glass fabric, double coated with neoprene. 1. Connectors shall be noncombustible and waterproof for exterior installations. 2. Connectors shall be UL approved and comply with NFPA bulletin 90A. 3. Connectors shall be Ventfabrics 'Ventglas' or approved equal. PART 3 EXECUTION 3.01 PERFORMANCE A. Furnish and install as indicated and in strict accordance with the manufacturer's recommendations. B. Flexible duct connections shall be of adequate width to insure isolation. Connections shall be installed in manner to insure free movement of dampers. END OF SECTION 15 162 CITY OF YAKIMA DOMESTIC HOT & COLD WATER KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING INSULATION PARKS AND RECREATION DIVISION 15 181 - 1 YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Provide labor, materials and incidentals required for a complete insulation job as specified. 2. Insulating of above ground hot and cold water lines and fittings. B. Related Work Specified Elsewhere 1. Insulating of underground piping specified in section 15 187. 1.03 QUALITY ASSURANCE A. Applicator Qualification 1. Work shall be done by skilled mechanics in the employ of subcontractors specializing in this class of work. B. Requirements of Regulatory Agencies 1. Unless specified otherwise, insulation shall have been compositely tested for fire and smoke hazard ratings according to recognized standard testing methods and shall have ratings not exceeding flame spread 25, fuel contributed 50 and smoke developed 50. 2. Agencies Standards a. ASTM E -84 b. NFPA 255 c. UL 723 PART 2 PRODUCTS 2.01 MATERIAL A. Insulation and related materials shall be of the following types and in accordance with schedules. 1. Heavy Density Fiberglass Pipe Insulation a. Material - flame attenuated glass fibers bonded with thermosetting resin. b. Thermal Conductivity - 0.23 at 75 °F mean temperature. c. Alkalinity - less than 0.6% expressed as Na2O. d. Fire Hazard Classification - FHC 25/50 per ASTM E -84, NFPA 90A/90B, UL 723. e. Jacket - foil- scrim -kraft all purpose with pressure sensitive closure system. 1) Water vapor permeability - 0.02 perm per ASTM E -96 Procedure A. 2) Beach Puncture - 50 oz in /in tear per ASTM -D -781. 3) Tensile strength - 35 lb/in width per ASTM -D -828. f. Equal to Johns Manville "Micro -Lok" #850 AP -T plus. 2. Flexible Foamed Plastic Insulation a. Material - closed cell flexible elastomeric thermal insulation. b. Thermal Conductivity - 0.25 at 75 °F mean temperature per ASTM -C -177. c. Water vapor permeability - 0.20 perm inch per ASTM E -96 procedure B. d. Water absorption % by weight - 5 per ASTM -D -1056. e. Fire Hazard classification - flame spread of 25 or less and smoke developed rating of 50 or less per ASTM- E -84 -75 f. Equal to Armstrong "Armaflex AP" or self seal Armaflex 2000. 3. Fitting Covers a. Material - pre - molded PVC. b. Flame spread rating - 25 or Tess per ASTM E84. c. Smoke developed rating - 50 or less per ASTM E84. d. Thickness - 17 -20 mils. CITY OF YAKIMA DOMESTIC HOT & COLD WATER KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING INSULATION PARKS AND RECREATION DIVISION 15181 - 2 YAKIMA, WASHINGTON e. Inserts 1) Material - fiberglass. 2) Conductivity - 0.28 at 75 °F mean temperature. 3) Fire and smoke rating - UL 25/50 rating and noncombustible per ASTM E136. f. Equal to Zeston 2000 with high temperature insulation inserts. 4. PVC Jacketing a. High impact polyvinyl chloride covering fnr hare metal nr insl !Wed piping b. Thickness - 20 mils. c. Flame spread - 25 or less per ASTM E84. d. Smoke Developed Rating - 50 or less per ASTM E 84. P. Fuel Contribution - 0 per ASTM E84. f. Equal to Zeston, 20 mil "Perma- weld ". 5. Accepted Manufacturers a. Johns Manville b. Owens- Corning c. Knauf d. Pittsburgh- Corning e. Armstrong PART 3 EXECUTION 3.01 APPLICATION A. General 1. The covering on all piping above grade shall run straight through at tees where the thickness of covering permits. Where insulation cannot run straight through, a special cover shall be installed. Insulation shall be continuous through wall and ceiling openings and sleeves. 2. Insulation on all cold surfaces where vapor barrier jackets are used must be applied with a continuous, unbroken vapor seal. Hangers, supports, anchors, etc., that are secured directly to cold surfaces must be adequately insulated and vapor sealed to prevent condensation. 3. Inserts shall be used between the support shield and piping on piping 1 -1/2" IPS or larger. Johns Manville Thermo -12 gold or other heavy density insulating material available for temperatures shall be used and may not be less than the following lengths: 1 -1/2" to 2 -1/2" pipe size = 10" long 3" to 6" pipe size = 12" long 8" to 10" pipe size = 16" long 12" and over pipe size = 22" long 4. Where heat cable is required on outside piping it shall be installed prior to installation of insulation (piping to cooling tower). B. Heavy Density Fiberglass Pipe Insulation 1. Apply insulation to clean, dry piping with joints tightly butted. 2 and e c li a t Adhere "factory applied vapor harrier jakt 1p" smnnthly nd secl Ireiy at inngitudinal laps c. n ��. v uvw' Nhn w.. vapor � ... . ... r , J -. � "� . with pressure sensitive strip or a white vapor barrier adhesive. 3. Adhere self - sealing butt joint strips over end joints. C. Flexible, Tubular 1. Insulation shall fit in snug contact with pipe and be installed in accordance with manufacturer's recommendations. 2. Slip insulation on tubing before tubing sections and fittings are assembled keeping slitting of insulation to a minimum. 3. Seal joints in insulation with adhesive. 4. Insulate fitting with premolded covers or sheet insulation. CITY OF YAKIMA DOMESTIC HOT & COLD WATER KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING INSULATION PARKS AND RECREATION DIVISION 15181 - 3 YAKIMA, WASHINGTON D. Fittings 1. Insulate fittings with same thickness of insulation as pipe, with ends of insulation tucked snugly into throat of fitting and edges adjacent to pipe insulation tufted and tucked in. 2. Cover insulation with one piece "Zeston" PVC fitting cover secured by taping ends to adjacent pipe covering. (Hot water piping may be stapled). E. PVC Jacket 1. Install over insulation in strict accordance with manufacturer's recommendations. 2. All joints shall be sealed with adhesive. No staples will be allowed. F. Pipe Hangers 1. Provide shields at each pipe hanger to protect pipe insulation from crushing by hanger. 2. If hangers contact piping; insulation system shall surround hanger. Provide a continuous vapor barrier on cold water piping. 3.02 SCHEDULE A. Hot Water Piping 1. Sizes 1" to 1" - 1" rigid fiberglass. 1" flexible foamed pipe insulation. 2. Sizes 1 1/4" to 2 "- 11/2" rigid fiberglass. 1 flexible foamed pipe insulation. B. Cold Water Piping 1. 1 /2 inch thick rigid fiberglass. 2. 1 /2 inch thick flexible foamed pipe insulation. C. PVC Jacket System 1. Install system on exposed piping installed 10' -0" or less from floor and where indicated. System is not required on piping located in mechanical or equipment spaces. END OF SECTION 15 181 CITY OF YAKIMA RAINWATER LEADERS AND KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ROOF DRAIN INSULATION PARKS AND RECREATION DIVISION 15 182 -1 YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Insulate rainwater leader piping and fittings installed on the conditioned side of the building insulation. Insulation not required in crawl spaces unless noted otherwise. 2. Insulate roof and overflow drain sumps unless drain is installed above a ventilated attic space. • 3. Insulate overflow leaders same as rainwater leaders. 1.03 QUALITY ASSURANCE A. Applicator Qualification 1. Work shall be done by skilled mechanics in the employ of subcontractors specializing in this class of work. B. Requirements of Regulatory Agencies 1. Unless specified otherwise, insulation shall have been compositely tested for fire and smoke hazard ratings according to recognized standard testing methods and shall have ratings not exceeding flame spread 2c, fuel contributed 50 and smoke developed 5n. 2. Agencies Standards a. ASTM E -84 b. NFPA 255 c. UL 723 PART 2 PRODUCTS 2.01 MATERIAL A. Provide insulation and related materials of the following types: 1. 1 /2" rigid, molded fiberglass with all- purpose jacket and pressure sensitive closure system equal to Johns Manville Micro -Lok #850 AP -T Plus. 2. Insulated PVC fitting covers equal to Zeston 2000 with high temperature insulation inserts. 3. 1 thick fiberglass with vinyl jacket equal to Manville Microlite Type 75. 4. PVC jacketing system equal to Zeston 2000, 20 mil using 'Derma- weld" adhesive. B. Accepted Manufacturers 1. Johns Manville 2. Owens Corning 3. Knauf 4. Pittsburgh- Corning PART 3 EXECUTION 3.01 APPLICATION A. Piping 1. Apply insulation to clean, dry piping with joints tightly butted. 2. Adhere "factory applied vapor barrier jacket lap" smoothly and securely at longitudinal laps with pressure sensitive strip or a white vapor barrier adhesive. 3. Adhere self - sealing butt joint strips over end joints. B. Fittings 1. Insulate fittings with same thickness of insulation as pipe, with ends of insulation tucked snugly into throat of fitting and edges adjacent to pipe insulation tufted and tucked in. CITY OF YAKIMA RAINWATER LEADERS AND KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ROOF DRAIN INSULATION PARKS AND RECREATION DIVISION 15 182 - 2 YAKIMA, WASHINGTON 2. Cover insulation with one piece "Zeston 2000" PVC fitting cover secured by taping ends to adjacent pipe covering. 3. Alternate Method a. Insulate fittings with one inch of insulating cement and vapor seal with two 1/8 inch wet coats of vapor barrier mastic reinforced with glass fabric extending 2 inches onto adjacent insulation. C. Roof Drain Sumps 1. Insulate with fiberglass sealed with tape and adhesive vapor barrier. 2. Alternate Method a. Insulate with insulating cement of thickness to match adjacent insulation and vapor seal with two 1/8 inch wet coats of vapor barrier mastic reinforced with glass fabric extending 2 inches onto adjacent insulation. D. Pipe Hangers 1. Do not allow pipes to come in contact with hangers. 2. Provide shields at each pipe hanger to protect pipe insulation from crushing by hanger. E. Inserts 1. Inserts shall be used between the support shield and piping on piping 1'/2" IPS or larger. Johns Manville Thermo -12 gold or other heavy density insulating material available for temperatures shall be used and may not be less than the following lengths: • 1'/2 " to 2'/2 " pipe size = 10" long 3" to 6" pipe size = 12" long 8" to 10" pipe size = 16" long 12" and over pipe size = 22" long F. PVC Jacket System 1. Install over insulation in strict accordance with manufacturer's recommendations. 2. All joints shall be sealed with adhesive, no staples will be allowed. 3. Install on exposed piping installed 10'0" or less from floor and where indicated on the drawings. System is not required on piping located in mechanical or equipment rooms. END OF SECTION 15 182 CITY OF YAKIMA DUCT INSULATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 190 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Insulating air ducts in accordance with schedule and where indicated on drawings. B. Related Work Specified Elsewhere 1. Acoustical insulation inside air ducts is specified in section 15 802 — Duct Lining. 1.03 QUALITY ASSURANCE A. Applicator Qualification 1. Work shall be done by skilled mechanics in the employ of subcontractors specializing in this class of work. B. Requirements of Regulatory Agencies 1. Unless specified otherwise, insulation shall have been compositely tested for fire and smoke hazard ratings according to recognized standard testing methods and shall have ratings not exceeding flame spread 25, fuel contributed 50 and smoke developed 50. 2. Agencies Standards a. ASTM E -84 b. NFPA 255 c. UL 723 PART 2 PRODUCTS 2.01 MATERIAL A. Fiberglass blanket with aluminum foil scrim kraft facing. B. Thermal conductivity, minimum K -.29 at 75 °F mean temperature out of package. C. Accepted Manufacturers 1. Johns Manville Microlite Type 75 FSK 2. Owens- Corning 3. Knauf 4. Certainteed PART 3 EXECUTION 3.01 APPLICATION A. Install duct wrap in accordance with manufacturer's recommendations. B. Do not compress insulation except in areas of structural interference. C. Joints shall be overlapped and completely sealed. D. Adhere insulation to top and sides of ductwork securing with UL listed pressure sensitive tape and/or outward clinching staples as needed. E. Secure to bottom of ductwork with mechanical fasteners. Fasteners to be spaced 18" maximum each way for ductwork 24" or greater. CITY OF YAKIMA DUCT INSULATION KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 190 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.02 SCHEDULE A. Supply ductwork connected to air conditioning equipment - 1 thick. If ductwork is internally lined, exterior insulation may be omitted. B. Supply and return ductwork located external of building insulation envelope - 2 thick. Externally insulate internally lined ductwork also. C. Exhaust ductwork in ventilated attic space -1 thick. D. Ceiling return air plenums are not considered as ventilated attic spaces or unconditioned spaces. E. Combustion air ductwork - 1 thick. If ductwork is internally lined, exterior insulation may be omitted. F. Fresh air ductwork: Externally insulate with batt or rigid insulation of same R -value as exterior envelope assembly penetrated, but no less than 1 thick. If fresh air ductwork is isolated from system with motor operated damper at building envelope penetration, then internal lining or external insulation having an R -7 value may be used. G. Fiberglass duct does not require exterior insulation unless fresh air ductwork or specifically noted otherwise. END OF SECTION 15 190 CITY OF YAKIMA PLUMBING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 400 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not I imited To 1. Excavation and backfilling required by work of this section. 2. Backing plates, supports and bracing required by work of this section. 3. Required transformers to operate. B. Related Work Specified Elsewhere 1. Basic Methods and Materials - Section 15 050 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. This Contractor shall be responsible for obtaining required tests and certificates. 2. Materials specified are generally those allowed by the Engineer and the Uniform Plumbing Code. All materials are subject to local authority approval. 3. Fixtures shall comply with the UPC and /or State Water Conservation Code. 4. Transformers to provide power for equipment furnished by this contract or shall be furnished by Division 15 contractor. 5. Fixtures shall comply with latest Federal and State ADA Codes. 6. Plastic piping is not allowed in air plenums or ceiling spaces constituting air plenums. The Contractor shall be responsible for identifying these conditions. B. Coordinate with architectural drawings for mounting heights for all fixtures. Ensure handicap requirements are not breached. PART 2 PRODUCTS 2.01 MATERIAL A. Piping, valves and trim exposed in finished areas shall be chrome plated or stainless steel unless noted otherwise. B. All fixture trim including supplies and traps shall be chrome plated. C. In kitchens and laundries all exposed piping shall be polished copper or metallic pipe with chrome paint finish. This shall include but not be limited to, waste, vent, water, gas and indirect waste piping. 1. Copper piping shall be thoroughly cleaned of flux and excess solder and polished with a copper cleaner. D. Flexible water piping is not allowed. E. Exposed plastic piping is not allowed in finished areas unless specifically noted otherwise on the drawings. PART 3 EXECUTION 3.01 INSPECTION A. Work shall not be covered until inspected by governing authorities. CITY OF YAKIMA PLUMBING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 400 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.02 PREPARATION A. Field Measurements 1. Contractor is responsible for field verifying locations, sizes and interferences prior to starting work. 3.03 INSTALLATION A. Isolate all equipment with valves. B. Provide union connections or flanges on all equipment for possible removal of equipment. C. Valves used for throttling, bypass or manual flow control shall have calibrated memory stops. D. Valves shall be installed in the upright or horizontal position. E. In seismic zones 3 & 4 water heaters to be anchored or strapped in accordance with UPC section 510.5. END OF SECTION 15 400 CITY OF YAKIMA HOT AND COLD WATER SYSTEMS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 401 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A Inch mac RI it. Not 1 imitari To 1. MV Furnish and install complete system of water piping as indicated and specified. 2. Make connections to fixtures and equipment indicated. 3. Work under this section shall include all work within the building to point of connection to water service entrance. B. Related Work Specified Elsewhere 1. Mechanically Coupled Piping Systems -15 065 2. Mechanical Insulation -15 180 3. Water Supply and Treatment - 15 200 PART 2 PRODUCTS 2.01 MATERIALS A. Above Grade Pipe nnn T..r. I a eer �NrouInht cer fitting dith 9 5/ (nn !pad) ead) cnirier 1 . I y N e or RA H n i g arl rir r u au rn nnnn r i vvNr y e . .. .... .. a. Couplings for copper pipe may be mechanical joint. 2. Schedule 40 galvanized steel with standard weight galvanized screwed fittings. Mate joints with approved non - hardening pipe dope. B. Below Grade Pipe 1. Type K or L hard drawn or annealed copper. Wrought copper fitting with silver brazed joints. C. Valves up to 2 inch 1. Ball Valves - 150 WSP /600 WOG, cast bronze, full port, chrome plated brass ball, PTFE seat, lever handle. D. Swing Check Valves 1. Up to 2 inch, 125 WSP /200 WOG, cast bronze, bronze hinge pin, replaceable teflon or BUNA N seat & threaded ends. 2. Over 2 inch, 125 WSP /200 WOG, cast iron body, bronze trim, replaceable seat rings and hinge pin, flanged ends. E. Non -slam Check Valve 1. Up to 2 inch, 125 lb, cast bronze. Stainless steel stem, Buna disc, teflon seat ring, beryllium copper spring, screwed ends. 2_ Over 2 inch, 125 lb wafer or flanged cast iron body, renewable bronze seat and disc, stainless steel spring. F. Acceptable Valve Manufacturers 1. Grinnell 2. Stockham 3. Hammond 4. Victaulic 5. Gusiiri- Bacon 6. Nibco 7. Walworth 8. Milwaukee 9. Red -White 10. Watts CITY OF YAKIMA HOT AND COLD WATER SYSTEMS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 401 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 EXECUTION 3.01 INSTALLATION A. For general piping installation, see section 15 060. B. Install copper tubing under slabs without joints were possible. 3.02 FIELD QUALITY CONTROL A. Before pipes are covered, test systems in presence of Architects representative at 100 psi hydrostatic pressure for two hours and show no Teaks. Submit certificate of test to Architect and include copy in O &M Manuals. B. Sterilize domestic water system with solution containing 250 parts /million minimum of available chlorine. Introduce chlorinating materials into system in manner approved by Architect. Allow sterilization solution to remain for 24 hours and open and close valves and faucets several times during that time. C. After sterilization, flush solution from system with clean water until residual chlorine content is less than 0.2 parts /million. D. Water system will not be accepted until a negative bacteriological test is made on water taken from system and dosing shall be repeated as necessary until such negative test is accomplished. E. Obtain certificate of approval from appropriate health authority and submit approval to Architect and include copy in O &M manuals. END OF SECTION 15 401 CITY OF YAKIMA SOIL, WASTE AND VENT KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING SYSTEMS PARKS AND RECREATION DIVISION 15 403 -1 YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Inch ides But Nnt I imited To 1. Furnish and install all soil, waste and vent piping systems within building and connect with outside utility lines 5 feet out from building where applicable. B. Related Work Specified Elsewhere 1. Pipe and Pipe Fittings - 15 060 2. Supports, Curbs, Seals and Flashing -15 090 3. Waste Water Disposal and Treatment -15 300 PART 2 PRODUCTS 2.01 MATERIALS A. Buried Pipe 1. Service weight cast iron with heavy duty cast iron or stainless steel no -hub coupling as described in paragraph 'D' below. 2. "VIA/ copper drainage tube with DWV fittings. 3. PVC or ABS plastic pipe with solvent weld fittings. B. Above Grade Pipe 1. Service weight cast iron with heavy duty no -hub couplings and neoprene gasket. Couplings as described in paragraph `D' below. 2. Schedule 40 galvanized steel with Durham coated cast iron fittings. 3. DWV copper drainage tube with DWV fittings. 4. PVC or ABS plastic pipe with solvent weld fittings. C. Fittings and Joints 1. Fittings shall be drainage pattern to match piping. 2. Cast iron fittings shall be coated inside and out with coal tar varnish. 3. Threaded joints shall be made with approved pipe dope or teflon tape. D. Couplings 1. Couplings shall be heavy duty type 304 stainless steel with neoprene gasket. Corrugated couplings shall have minimum of (4) bands thru 4" size and (6) bands over 4" size and torqued to 80" pounds minimum. Smooth wall couplings may have (2) bands torqued to 125" pounds. E. Traps 1. Traps shall be of same material as piping it is connected to. 2. Fixture traps are specified with the fixture. F. Cleanouts to Grade 1. Heavy duty cast iron with double flange and secured cover and threaded bronze plug. Housing shall be free from piping. 2. Accepted Manufacturers a. J.R. Smith #4253 or equal by Zurn, Josam or Wade. G. Valves 1. Ball Valves a. Up to 2 inch - 125 lb cast bronze, full port, stainless steel ball, teflon seat, lever handle, threaded ends. CITY OF YAKIMA SOIL, WASTE AND VENT KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING SYSTEMS PARKS AND RECREATION DIVISION 15 403 - 2 YAKIMA, WASHINGTON 2. Butterfly Valves a. Up to 2 inch - 175 psi cast bronze, stainless steel disc and stem, vitron seal, lever handle, threaded ends. b. Over 2 inch, 150 psi, wafer or lug type, iron body, bronze disc, stainless steel stem, Buna seat, lever handle. PART 3 EXECUTION 3.01 INSTALLATION A. For general piping installation requirements, see Section 15 060. B. Drainage piping inside building shall be graded at no Tess than 1/4" per foot. Piping 4" in diameter and larger may grade at 1/8" per foot when indicated and approved by authorities having jurisdiction. C. Branch connection to fixtures shall be the size required by code. Branch vent piping will not be permitted lower than 6" above rim of the highest fixture in group. D. Cleanouts are not all indicated on the drawings. Place additional cleanouts as required by the UPC and as follows: 1. At its upper terminal. 2. Near bottom of each stack and riser. 3. At every 90° change of direction for horizontal lines. 4. Every 100 feet of horizontal run. 5. Within 7 feet of exterior wall. 6. All branches exceeding 5 feet in length. E. Cleanout to Grade 1. Cleanout shall be set in 18" x 18" x 6" thick concrete block. Block shall have beveled edges and set flush with adjoining grade. Cap shall be recessed in block 1/8 ". 2. If cleanout is located in asphalt paved area, install concrete block below paving to prevent settling. 3. If cleanout is located in concrete walk or drive area, no block is required. F. Floor drains and drip drains, except drains where water is continuously wasted by item of equipment, shall have trap primers. Trap primers are not indicated on the drawings. Locate in accessible location in mechanical rooms or where directed on the job. Where primer is located in finished area, conceal it in wall and provide an access panel. Connect primer to 1 /2" cold water line serving a frequently used fixture. Pipe connection between primer and drain shall be made with 3/8" ID rigid copper. G. Each fixture and appliance discharging water into sanitary sewer or building sewer lines shall have a seal trap in connection with a complete venting system so gasses pass freely to atmosphere with no pressure or siphon condition on water seal. Vent entire waste system to atmosphere. Discharge 14 inches above roof. Join lines together in fewest practical number before projecting above roof. Set back vent lines so they will not pierce roof near an edge or valley. H. Use torque wrench to obtain proper tension in cinch bands when using hubless cast iron pipe. Butt ends of pipe against centering flange of coupling. I. Plastic pipe may be used only if allowed by codes and authorities having jurisdiction. Plastic piping is not allowed in areas used as air plenums. J. Plastic waste piping installed above grade serving main branches and water closets shall be insulated to prevent sound transfer. CITY OF YAKIMA SOIL, WASTE AND VENT KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 PIPING SYSTEMS PARKS AND RECREATION DIVISION 15 403 - 3 YAKIMA, WASHINGTON K. Valves used on waste piping serving sewage ejectors shall be diaphragm type. Valves serving sump pumps may be ball or butterfly type. L. Provide chrome plated escutcheons on all exposed waste piping penetrations through structure. 3.02 FIELD QUALITY CONTROL A. Before piping is covered, conduct tests for leaks and defective work. Notify Architect's representative prior to testing. Correct leaks and defective work. Fill waste and vent system to roof level (a minimum of 10 feet) with water and show no leaks for 15 minutes. Submit certificate of test to Architect's representative and include copy in O &M Manuals. END OF SECTION 15 403 CITY OF YAKIMA PLUMBING SPECIALTIES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 420 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install plumbing specialties indicated. PART 2 PRODUCTS 2.01 MATERIAL A. Floor Cleanouts 1. Coated cast iron body Scoriated, heavy duty nickel bronze top, fully adjustable and secured to body. Gasket sealed iron closure plug. 2. Cleanouts installed above grade shall have flange and flashing clamp. 3. Cleanouts in tiled, paved or floors with rectangular patterns shall have square top. 4. Cleanouts in other finished areas shall have round tops. 5. Cleanouts in carpeted areas shall be furnished with carpet marker. 6. Cleanouts in unfinished areas shall have heavy duty cast iron covers. B. Wall Cleanouts 1. Coated cast iron cleanout tee. Gasket sealed iron plug. Shallow type, round, stainless steel wall cover with center vandal -proof screw. C. Exposed Cleanouts 1. Lead seal plug with gasketed iron plug or tapped cast iron fitting with gasketed iron plug. D. Open Hub Drains 1. Cast iron pipe set 1" above floor. Grind all exposed surfaces smooth. 2. Provide p -trap and trap primer. E. Funnel Drains 1. Coated cast iron body. Top 4" in diameter larger than connecting trap. Length to be minimum of 7 ". F. Trap Primers 1. Flush valve adapter assembly complete with chrome plated tubing, compression fittings and escutcheons. Sloan #F- 72 -A1. 2. Modified lavatory trap assembly complete with chrome plated tubing, compression fittings and escutcheons. 3. Automatic metering type to operate on pressure drop in piping serving fixture. Device shall be completely serviceable and installed in accessible location. G. Water Hammer Arresters 1. Corrosion resistant with factory pressurized, compression chamber, filled with nontoxic material. 2. Arresters shall be bellows or bladder type to separate compression chamber from potable water. 3. Arresters shall be PDI tested and approved. H. Hose Bibbs 1. All brass construction with lockshield, handwheel, and stuffing box and replaceable disc. Hose bibbs shall have 3/4" inlet and 3/4" hose connection and shall be fitted with a non - removable vacuum breaker. 2. Hose bibbs in finished areas shall be smooth, chrome plated with finish flanges. 3. Hose bibbs in unfinished areas shall be rough brass finished. CITY OF YAKIMA PLUMBING SPECIALTIES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 420 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON I. Atmospheric Vacuum Breaker 1. Solid brass construction with silicone disc and of the "disc float" design. Device shall be • IAPMO listed and tested in conformance with A.S.S.E. Std 1001. 2. Devices installed in mechanical spaces may be of brass finish. Devices installed in finished areas shall be polished chrome finished. 3. D ices i n s t a ll e d o n hot water systems shall he rated for expected temperatures. PART 3 EXECUTION 3.01 INSTALLATION A. For location of cleanouts see section 15 403. B. Cleanouts shall be installed, sized and located in accordance with the UPC. C. For trap primer requirements see section 15 403. Wherever possible, the Contractor shall use the flush valve or trap assembly in lieu of the mechanical type primer. D. Branch take -off from cold water piping to trap primer shall rise off the top of the pipe to ensure debris does not enter primer. Water hammer shall b a and installed d in accordance with the manuf E. V YdlGl i idi nn ici arresters si id be sized and lr'�s�a��e� a�.,�, �a „e instructions and recommendations and in accordance with the following schedule. Install water hammer arresters at all quick closing valves and solenoid valves and at each plumbing fixture or battery of fixtures (except drinking fountains) in domestic water systems. Air chambers are not allowed. II I I SIZE FIXTURE UNITS CROSS REF. PDI STANDARD 3/4" 1 -11 A 1" 12 -32 B 1" 33 -60 C • 1" 61 -113 D 1" 114 -154 E 1" 155 -330 F END OF SECTION 15 420 CITY OF YAKIMA FLOOR DRAINS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 421 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install as indicated. PART 2 PRODUCTS 2.01 MATERIAL A. Drain shall be furnished with companion traps of material to match connecting piping. B. Drain bodies shall be coated cast iron and to include flashing collar and weep hole. C. Drains required to have trap primers shall have tapping. D. Drain strainers in finished areas shall be nickel bronze unless otherwise noted and cast iron in unfinished areas. • E. Drain strainers in tiled or other areas with rectangular patterns shall be square. F. Accepted Manufacturers 1. Smith 2. Zurn 3. Watts Drainage 4. Wade PART 3 EXECUTION 3.01 INSTALLATION A. Protect drains from damage and entrance of foreign materials during construction. B. Strainers shall be set flush and plumb. C. See section 15 090 for flashing requirements. END OF SECTION 15 421 CITY OF YAKIMA ROOF DRAINS (CAST IRON) KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 422 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Incl But Not Limited To 1. v Furnish and install as indicated. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Insulation - Section 15 182 B. Flashing - Section 15 090 PART 2 PRODUCTS 2.01 MATERIAL A. Drain bodies shall be coated cast iron with outlet to match piping. B. Drains shall include clamping ring with gravel stop and seepage openings and underdeck clamp. C. Drains not cast -in shall be furnished with sump receiver. D. Domes and grates shall be as scheduled and shall be secured to drain bodies. E. Extension heights shall match roof insulation. Adjustable extensions shall have leveling posts included. F. Downspout nozzles to be cast brass body with flange and NPT inlet. G. Accepted Manufacturers 1. Smith 2. Zurn 3. Watts Drainage 4. Wade PART 3 EXECUTION 3.01 INSTALLATION A. Protect drains from damage and entrance of foreign materials during construction. B. Contractor to ensure that roofing material is properly secured, trimmed and dome is secured. END OF SECTION 15 422 CITY OF YAKIMA FLOOR SINKS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 424 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install as indicated. PART 2 PRODUCTS 2.01 MATERIAL A. Drain body shall be acid resistant coated cast iron or type 304 stainless steel as scheduled complete with seepage holes and strainer. B. Drains not installed on grade shall include flashing clamp. C. Accepted Manufacturers 1. Smith 2. Zurn 3. Watts Drainage 4. Wade PART 3 EXECUTION 3.01 INSTALLATION A. Protect drain from damage and entrance of foreign material during construction. B. Adjust drains for proper height and alignment. C. See section 15 090 for flashing requirements. END OF SECTION 15 424 CITY OF YAKIMA NON - FREEZE HYDRANTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 425 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A Inrluudes But Nnt I invited To 1. Furnish and install as indicated. PART 2 PRODUCTS 2.01 MATERIAL A. Wall hydrants shall be box or exposed type with face material and handle type as scheduled. Body shall be cast brass. B. Hydrants shall incorporate integral vacuum breaker with self- draining feature. C. Barrel length shall match wall thickness and inlet connection shall match piping. D. Hydrants shall be 3/4" inlet fitted for 3/4" hose connection unless otherwise noted. E. Accepted Manufacturers 1. Smith 2. Zurn 3. Watts Drainage 4. Wade 5. Woodford PART 3 EXECUTION 3.01 INSTALLATION A. Install to ensure barrel drainage. B. Grout or caulk wall openings air and water tight. END OF SECTION 15 425 CITY OF YAKIMA BACKFLOW PREVENTERS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 427 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Provide labor, material and incidentals required to install complete assembly. 2. In general, devices specified in this section are those required for heating /cooling system make -up and other general water make -up systems. B. Related Work Specified Elsewhere 1. For backflow preventers on main water service see section 15 200. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Devices shall meet the requirements of ASSE, AWWA and USC Foundation for Cross Connection Control and Hydraulic Research. PART 2 PRODUCTS 2.01 MATERIALS A. Assembly shall be complete with reduced pressure or double check backflow device, isolation valves, strainer, relief valves and drain connection. B. Backflow device shall have bronze body, stainless steel springs with all internal parts corrosion resistant. C. Device to be completely serviceable. D. Accepted Manufacturers 1. Watts 2. Febco 3. Wilkins PART 3 EXECUTION 3.01 INSTALLATION A. Assembly shall be installed in strict accordance with manufacturer's recommendations with proper clearances for testing and servicing. B. Where devices require drains, indirect waste shall be piped to floor drains. C. No backflow device shall be installed more than 5 feet above the floor or below the flood level. END OF SECTION 15 427 CITY OF YAKIMA BLENDING VALVES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 429 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Provide labor, materials and incidentals required to install complete assembly. PART 2 PRODUCTS 2.01 MATERIAL A. Valve Assembly 1. All bronze and stainless steel components. L L ll _w� mounted wate- 2. Thermostatic action with ueuuwmounted ouro i f out-of-water. 3. Removable cartridge with strainers. 4. Integral check stops, outlet valve and dial thermometer. 5. All material rough chrome finished. 6. Assembly to be furnished with wall bracket for exposed installation. B. Accepted Manufacturers 1. Symmons 2. Powers 3. Leonard 4. T &S 5. Armstrong PART 3 EXECUTION 3.01 INSTALLATION A. Blending valve sizes and capacities shall be as indicated on the drawings. B. Install in accordance with manufacturer's instructions. END OF SECTION 15 429 CITY OF YAKIMA DOMESTIC ELECTRIC WATER HEATERS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 430 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install as indicated and specified. B. Related Work Specified Elsewhere 1. Electrical - Division 16 1.02 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. UL listed. 2. Designed to meet ASHRAE 90 -A energy efficiency standards and so labeled. PART 2 PRODUCTS 2.01 MATERIAL A. Tank shall be glass -lined designed for 150 psi working pressure and equipped with magnesium anode and drain valve. B. Elements shall be immersion, screw -in type. C. Controls shall include a thermostat for each element and a high temperature cutout. Elements shall operate non - simultaneously or simultaneously as scheduled. D. Jacket shall be enameled finish with control compartments. E. Insulation shall meet or exceed ASHRAE 90A standards. F. Furnish with factory sized ASME temperature and pressure relief valve. G. Water heater shall include a 5 year residential or 1 year commercial written warranty. H. Accepted Manufacturers 1. AO Smith 2. Bradford -White 3. State 4. Rheem 5. Ruud PART 3 EXECUTION 3.01 INSTALLATION A. Install in strict accordance with manufacturer's instructions and as detailed. B. Provide isolation valves and unions. C. Pipe relief valve discharge to floor drain or other safe location as indicated. END OF SECTION 15 430 CITY OF YAKIMA PLUMBING FIXTURES AND TRIM KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 450 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Nnt Limited To 1. Furnish and install as indicated and specified. 2. Fixtures shall be complete with fittings, trim, supplies, traps, supports and carriers to make a complete installation. 3. All fixtures shall be securely mounted in place. 1.03 QUALITY ASSURANCE A. Source Quality Control °r-- mechanical d b d 1. Fixtures and trim shall be free morn injuries, r(1$CnafllGat defects, grazes and blisters and shall have smooth even surfaces. 2. All exposed pipe and trim for fixtures and equipment shall be stainless steel or chrome plated unless otherwise noted. • PART 2 PRODUCTS 2.01 MATERIALS A. Vitreous China and Enameled Cast iron Fixtures 1. Commercial grade. 2. Accepted Manufacturers a. Kohler b. American Standard c. Eljer B. Stainless Steel Fixtures 1. Commercial grade. 2. Finish, material and gauge as specified. 3. Underside to be fully undercoated. 4. Accepted Manufacturers a. Elkay b. Just c. Republic C. Terrazzo or Cast Fixtures 1. Casting shall be ground smooth, grouted and sealed to resist stains and moisture. 2. Accepted Manufacturers a. Stern Williams b. Fiat c. Swan d. Florestone e. Eljer D. Fiberglass Fixtures 1. Commercial grade. 2. Constructed of reinforced fiberglass with minimum of 15% fiberglass content. 3. A cellular inner core. 4. Fiberglass outer protective coating. 5. Finished surface shall be polyester gelcoat of minimum thickness of 15 dry mils and a minimum Barcol hardness of 80 -90. Or, Methyl - acrylate with minimum Barcol hardness of 94 -104. See schedule for type of finished surface. CITY OF YAKIMA PLUMBING FIXTURES AND TRIM KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 450 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 6. Accepted Manufacturers a. Aqua -Glass b. Universal - Rundle c. Lasco d. Fiat e. Fiber -Fab f. Swan g. Just h. Venco E. Refrigerated Drinking Fountains 1. Complete with controls, faucet and trim. 2. Material, configuration and color as scheduled. 3. UL listed and ARI certified. 4. 5 -year warranty on cooling system. 5. Accepted Manufacturers a. Elkay b. Haws c. Halsey Taylor d. Sunroc e. Oasis F. Faucets 1. Commercial grade. 2. Cast brass body and chrome plated. 3. All faucets unless specifically noted otherwise shall incorporate cartridge type control with ceramic discs or renewable monel seats. 4. Lavatory faucets in public toilet rooms shall incorporate a 0.5 g.p.m. flow restrictor or similar device, other faucets shall have 2.5 g.p.m. flow restrictor unless noted otherwise. 5. Mixing and metering type faucets shall incorporate limit stops (field adjustable) to limit maximum discharge temperature. 6. All faucets must comply with NSF 61, section 9. 7. Accepted Manufacturers a. Symmons b. T &S c. Chicago d. Elkay e. Delta (Commercial) f. American Standard g. Kohler h. Speakman I. Eljer j. Zurn G. Mixing Valves 1. Commercial grade. 2. Cast brass body with chrome plated exposed surfaces. 3. Unit shall be pressure or temperature balanced per schedule and shall include check stops. 4. Accepted Manufacturers a. Symmons b. Powers c. Danfoss d. American Standard e. Kohler f. T &S g. Speakman h. Lawler CITY OF YAKIMA PLUMBING FIXTURES AND TRIM KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 450 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON H. Flush Valves 1. Diaphragm operated with non - hold -open feature. 2. Unit to have built -in vacuum breaker and check stop. 3. Accepted Manufacturers a. Sloan h. Zurn Supplies 1. Chrome plated cast brass compression stops with chrome plated flexible copper riser. 2. Unit shall include wall escutcheon, stuffing box, lock shield, screw driver slot and nose piece to match faucet. 3. Inlet to be IPT, outlet to be compression. 4. Valve shall be angle type when supplied from wall and straight type when supplied from floor. J. Traps 1. See schedule on drawings. 2. Traps shall be chrome plated tubular unless scheduled otherwise. K. Scald Protection Covers 1. Covers shall be molded type. 2. Provide for traps and supplies: a. Brocar Products, Inc. "Trap- Wrap" 1- 800 -827 -1207 b. Truebro, Inc. 1- 800 - 222 -2850 c. Skal -Guard d. Plumberex L. Fixture Supports and Carriers 1. Water Closets - Cast iron of configuration to match construction. Nose piece to match fixture and nipple length to be adjustable. Unit shall be designed to securely anchor fixture. Back -to -back units shall have built -in weir to prevent cross flow. Closet outlet gasket shall be neoprene. 2. Chair carriers for sinks, urinals and lavatories shall be matched with manufacturer's reference chart and wall construction. Urinal carriers shall include lower bearing plate. 3. Lavatories shall be mounted with concealed arm carriers unless specifically noted otherwise. When construction prohibits chair carriers, wall mounted supports may be used. 4. Accepted Manufacturers a. J.R. Smith b. Zurn c. Josam d. Wade M. Toilet Seats 1. Commercial /industrial grade. 2. Solid molded plastic, stain, fade and chip proof. 3. Open front design. 4. Accepted Manufacturers a. Kohler b. Church c. Beneke d. Olsonite e. Bemis f. Centoco CITY OF YAKIMA PLUMBING FIXTURES AND TRIM KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 450 - 4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON N. Emergency Equipment 1. Manufactured to meet OSHA rules and regulations. 2. Manufactured to meet ANSI Standard Z358.1 -1998: a. 20 gpm minimum flow for showers b. Travel distance to eyewash or shower requiring no more than 10 seconds to reach. c. "Tepid" flushing fluid temperature delivered. d. Certification letter from manufacturer that emergency equipment meets the requirements of the standard. e. Annual inspection of equipment for compliance to standard required. 3. Accepted Manufacturers a. Haws b. Bradley c. Sun -roc Western d. Guardian e. Speakman O. Fixtures and trim of a special nature shall be of manufacture scheduled. Specified manufacturer's specification shall be part of this specification. 1. Accepted Manufacturers of Column Showers and Wash Fountains a. Bradley b. Acorn 2. Accepted Manufacturers of Acid Resistant Sinks and Trim a. Enfield b. Orion c. Nalgene d. Durcon 3. Accepted Manufacturers of Disposals a. ISE b. Whirlaway 4. Accepted Manufacturers of Hot Water Dispensers a. Elkay b. Whirlaway c. ISE PART 3 EXECUTION 3.01 INSTALLATION A. All fixtures shall be provided with stops. B. No slip joints with gaskets will be allowed on supplies. C. Wall and floor mounted fixtures shall be caulked with white non - hardening silicon caulk. D. Counter mounted fixtures shall be caulked watertight with white non - hardening caulk. E. See architectural drawings for exact locations and mounting heights. F. Provide and install protective covers on traps and both hot and cold water supplies to all lavatories and sinks, unless lav or sink is mounted in counter with casework (below that precludes use by wheel- chaired individual). G. Faucets, lab outlets and other counter mounted fixtures shall be provided with studs and lock nuts to secure fixture in place. H. Flush valves for handicap accessible fixtures shall be installed with flush handle mounted on side with wide access. CITY OF YAKIMA PLUMBING FIXTURES AND TRIM KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 450 - 5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON I. Adjust float levels on tank type water closets to provide optimum flush. J. Adjust run time of metered faucets for a 10- second period, minimum. END OF SECTION 15 450 CITY OF YAKIMA SECURITY FIXTURES AND DEVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 452 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 DESCRIPTION A. Includes But Not Limited To 1. Security plumbing fixtures and trim. 2. Wall sleeves, templates and special drainage fittings indicated and required. 3. Solenoid valves. B. Related Work Specified Elsewhere 1. Security Provisions - Section 15 040 2. Electrical - Division 16 C. Definition 1. Security fixtures shall mean vandal resistant, of type associated with detention facilities. 1.02 QUALITY ASSURANCE A. Applicator or Ejector Qualifications 1. Security fixtures shall be by a manufacturer that provides a complete line and issues catalogs B. Design Criteria 1. Lavatories, toilets and combination units shall conform to CSA B45.4 standard for stainless steel plumbing fixtures. 2. Plumbing brass shall conform to CSA B -125 standard for plumbing brass. 3. Toilet trap shall pass 2 5/8 inch ball and be fully enclosed. 4. Test fixture for strength with simulated impact load tests. No deflection will be acceptable with loads up to 2000 pounds and no permanent damage with loads up to 5000 pounds. 5. Provide certified test report with submittals. C. Source Quality Control 1. Fixtures and trim shall be free from injuries, mechanical defects and shall have smooth even surfaces. 2. Construction shall be seamless welded and all exposed surfaces ground smooth and polished to a #4 satin finish. 1.03 SUBMITTALS A. Samples for Prior Approval 1. Manufacturers other than those listed as approved must submit an actual fixture, as specified for evaluation. 2. Manufacturer's representative must accompany the fixture and be prepared to discuss all aspects of manufacturer, standards and quality. 1.04 JOB CONDITIONS A. Protection 1. The Contractor shall ensure that fixtures are protected from injuries at all times. PART 2 PRODUCTS 2.01 MATERIALS A. Fixtures 1. Unless otherwise specified, fixtures shall be fabricated of 14 -gauge type 304 stainless steel all welded. CITY OF YAKIMA SECURITY FIXTURES AND DEVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 452 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. Cabinet interior shall be coated with fireproof sound insulation. 3. Closet outlet gasket shall be neoprene suitable for 140 °F temperature. 4. Accepted Manufacturers a. Metcraft b. Acorn c. Bradley d \Nill g hh , B. Metering Valves 1. Cast brass body, cartridge type construction. Cycle adjustable from 2 seconds to 310 seconds, flow control, integral stop. 2. All valves and adjustments shall be made from behind fixture in chase. 3. All exposed parts shall be chrome plated. 4. Escutcheons and trim plates shall be secured from rear to ensure security. PART 3 EXECUTION 3. 01 INSTALLATION A. Install as detailed and in accordance with manufacturer's instructions. B. Refer to section 15 050 for additional requirements. END OF SECTION 15 452 CITY OF YAKIMA EQUIPMENT INSTALLED ONLY KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 460 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Rough -in, connect and mount equipment indicated and scheduled. B. Definition 1. In general, work under this section shall include equipment furnished under separate contract, different division or owner furnished. 2. See schedule for equipment involved. 1.03 JOB CONDITIONS A. Coordination 1. See shop drawings, equipment cuts and /or existing equipment for specific requirements. PART 2 PRODUCTS 2.01 MATERIALS A. This Contractor shall furnish material and incidentals required to connect equipment to the plumbing system. 1. Supply and waste piping. 2. Stops. 3. Traps and escutcheons. 4. Adapters and fittings. 5. Continuous waste piping. B. Exposed piping and fittings shall be chrome plated or stainless steel. C. Unless otherwise noted, faucets, strainers, tailpieces and specialty items will be furnished with equipment. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions and shop drawings. B. All fixtures shall be provided with stops. C. No slip joints with gaskets will be allowed on supplies. D. Wall and floor mounted fixtures shall be caulked with white non - hardening silicon caulk. E. Counter mounted fixtures shall be caulked watertight with white nonhardening caulk. F. See architectural drawings for exact locations and mounting heights. END OF SECTION 15 460 CITY OF YAKIMA PACKAGED ROOFTOP KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 AIR CONDITIONING UNIT PARKS AND RECREATION DIVISION 15 751 -1 YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install packaged air conditioning units as indicated and scheduled. 2. Air conditioning units shall be prepackaged by the manufacturer and include fans, coils, heating section, condenser, filter and controls as scheduled. B. Related Work Specified Elsewhere 1 . Basic Materials and Methods - Section 15 050 2. Supports, Curbs, Seals and Flashing - Section 15 090 3. Insulation - Section 15 180 4. Air Distribution - Section 15 800 5. Electrical - Division 16 1.03 QUALITY ASSURANCE A. Applicator Qualifications 1. Air conditioning units shall be by manufacturer regularly engaged in production of components who issues complete catalog data. B. Source Quality Control 1. Fan performance ratings, sound ratings and fabrication to conform to AMCA and bear the seal. 2. Air coils shall be certified in accordance with ARI. 3. Filter media shall be ANSI /UL listed, Class II. 4. Packaged rooftop unit efficiency shall meet the requirements listed in table 14 -1 of the latest edition Washington State Energy Code. 1.04 SUBMITTALS A. Shop Drawings and Product Data 1. Submit in accordance with Division 1 and section 15 000. 2. Shop drawings shall clearly indicate the following: a. Dimensions, weight and connections. b. Capacities and ratings. c. Fan curves indicating specified operating point. d. Sound power data for both the outlet and casing radiation. e. Electrical characteristics. f. Electrical diagrams clearly indicating factory installed and field installed wiring. g. List all options and accessories provided. • B. Operation and Maintenance Data 1. Furnish in accordance with section 15 000. 2. Submittals shall include: a. Lubrication instructions. b. Filter types and sizes. c. Motor and drive replacement. d. Parts list. • e. Wiring diagram. CITY OF YAKIMA PACKAGED ROOFTOP KIWANIS PARK IMPROVEMENT PROJECT - PHASE 1 AIR CONDITIONING UNIT PARKS AND RECREATION DIVISION 15 751 - 2 YAKIMA, WASHINGTON PART 2 PRODUCTS 2.01 FABRICATION AND MANUFACTURE A. Furnish in configuration and with components specified and scheduled. B. Cabinet 1. Galvanized steel with baked enamel finish. 2. Structural members minimum 18 gauge. 3. Service and access panels gasketed with quick fasteners. 4. Line cabinet with 1" thick neoprene coated glass fiber insulation. C. Electric Heating Section 1. Factory installed. 2. UL listed. 3. Open -wire nichrome element type with ceramic bushings. 4. Automatic reset high temperature limit. 5. Fusible links, over current protection and branch circuit protection. D. Fans 1. Centrifugal forward curved. 2. Resiliently mounted. 3. V -belt or direct drive as scheduled. 4. Statically and dynamically balanced. 5. Direct drive units shall have multi -speed motors. E. V -belt Drive 1. Cast iron or steel sheaves, dynamically balanced, bored to fit shafts and keyed. 2. For motors 10 HP and under, drives shall be variable and adjustable pitch selected so design RPM is obtained at the mid - position. 3. For motors 15 HP and over, drives shall be fixed sheave. Manufacturer shall furnish (4) additional sheaves for balancing, (2) sheaves at next sizes over and (2) under design RPM. Extra sheaves become property of the Contractor after balance is complete. 4. Number and size of belts shall be determined by the drive manufacturer and sized for 150% of nominal horsepower. 5. Multi -belt drives shall be furnished with matched belt set. F. Evaporator Coil 1. Aluminum fins permanently bonded to nonferrous tubing. 2. Galvanized drain pan with connection and trap. 3. Capillary tubes or expansion valves on units 6 ton or less. Expansion valves and alternate row circuiting on units 71 ton and larger. G. Compressor 1. Hermetic or semi - hermetic, 3600 RPM maximum. 2. Units using hermetic compressors shall use multiple compressors when over 8 tons. 3. Resiliently mounted. 4. Positive lubrication, crankcase heater. 5. High /low pressure safety controls, overload protection, service valves and gauge ports and filter drier. 6. Five minute compressor time delay. H. Condenser 1. Nonferrous tube, aluminum fin coil assembly with sub - cooling rows. 2. Resiliently mounted, direct drive propeller fans with guard, overload protection and wired to operate with compressor. 3. Provide refrigerant pressure switches to cycle fans. CITY OF YAKIMA PACKAGED ROOFTOP KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 AIR CONDITIONING UNIT PARKS AND RECREATION DIVISION 15 751 - 3 YAKIMA, WASHINGTON I. Air Filters 1. Standard size disposable unless scheduled otherwise. J. Curb 1. Al! welded galvanized steel with gasket and nailer strip. 2. Curb shall match roof pitch and be designed to mount unit level. 3. Design to comply with National Roofing Contractors Association. K. Low Ambient Operation 1. See schedule. 2. Unless scheduled otherwise, unit shall be designed to cool to 35 °F. L. Options and Accessories 1. See schedule for options and accessories provided with each unit. 2. Supply /Return Casing. a. Galvanized steel with one inch internal insulation. b. Painted to match unit. c. Designed to match unit and curb or to incorporate unit curb in assembly. d. Fresh air and /or relief air dampers as scheduled. 3. Dampers a. Dampers may be manual or automatic as scheduled. b. Economizers shall include all controls and be controlled by ambient conditions unless otherwise noted. 4. Return /Relief Fan a. Factory installed with all controls. b. See section 15 900. M. Accepted Manufacturers 1. Carrier 2. McQuay 3. Trane 4. Lennox 5. Aaon PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Mount units on factory built roof mounting frame providing watertight enclosure to protect ductwork and utility services. Install roof mounting frame level. C. Furnish and install trapped condensate drain. Route drain pan indirect waste to nearest floor drain supporting per 15 090. D. Provide start -up and test by factory approved personnel. Forward certificate of proof to Owner's Representative. END OF SECTION ION 15 751 CITY OF YAKIMA SHEET METAL DUCTWORK KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 801 -1 PARKS AND RECREATION DIVISION PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install above -grade ductwork and accessories indicated and specified. 2. Make connections to equipment indicated. B. Related Work Specified Elsewhere 1. Basic Materials and Methods - Section 15 050 2. Insulation - Section 15 190 3. Heat Transfer - Section 15 700 4. Duct Lining - Section 15 802 C. Definitions 1. Sheet metal ductwork shall mean galvanized or aluminum HVAC distribution ductwork. Special ductwork as specified elsewhere in this section does not apply. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Construct ductwork to NFPA 90A and B standards. B. Source of Quality Control 1. Sheet metal ductwork and components including hanging, sealing, plenums and accessories shall be constructed in strict accordance with the latest edition of SMACNA standards for HVAC duct construction. PART 2 PRODUCTS 2.01 MATERIAL A. Ducts 1. Metal Ductwall: All interior ducts shall be constructed with G -60 or better galvanized steel (ASTM 527) LFQ, chem treat. Exterior ductwork or duct exposed to high humidity conditions (i.e. kitchen exhausts) shall be G -90 or better galvanized steel LFQ, chem treat. 2. Use of aluminum ducts is restricted to where specifically noted. B. Sealants 1. Class B - All ductwork up to 3.9" w.g. Seal all joints and seams. 2. Class A - All ductwork 4" w.g. and over. Seal all joints and seams. 3. Duct sealer shall be flexible, water- based, adhesive sealant designed for use in all pressure duct systems. After curing, it shall be resistant to ultraviolet light and shall seal out water, air, and moisture. Sealer shall be UL listed and sealer shall be Ductmate PROseal, United McGill Uni- Mastic 181 or an approved equal. 4. Exterior Systems - Seal completely water tight. Paint entire duct system with asphalt base aluminum paint. C. Materials 1. Support, access doors not part of ducts, bar or angle reinforcing damper rods and items made of uncoated mild steel shall be painted with two coats of primer or provide galvanized equivalent. • 2. Longitudinal Seams: Pittsburgh lock shall be used on all longitudinal seams. Snaplock is acceptable if all longitudinal seams are sealed with mastic sealant. 3. Flanged Interior Gasket: Ductmate 440 or a Butyl Rubber Gasket which meets Mil -C 18969B, Type I I Class B, TT -C -1796 A, Type II Class B, and TTS -S- 001657 must also pass CITY OF YAKIMA SHEET METAL DUCTWORK KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 801 - 2 PARKS AND RECREATION DIVISION UL -723. This material, in addition to the above, shall not contain vegetable oils, fish oils, or any other type vehicle that will support fungal and /or bacterial growth associated with dark, damp areas of ductwork. The recommended test procedure for bacterial and fungal growth is found in 21 CFR 177, 1210 closures with sealing gaskets for food containers. 4. Ductmate or W.D.C.I. proprietary duct connection systems will be accepted. Duct constructed using these systems will refer to the manufacturers guidelines for sheet gauge, intermediate reinforcement size and spacing, and joint reinforcements 5. Formed on flanges ( T.D.C./T.D.F./T- 25A/T- 25B/T -24) will not be accepted. D. Access Doors in Ductwork 1. Access doors shall be hinged or Ductmate Sandwich Type Access Doors manufactured by Ductmate Industries, Inc. Doors shall be of adequate size to allow easy access to hardware, which needs to be maintained. E. Ductwork Hanger /Support ductwork as d efined b SM CN n S e c ti on IV 1995 Manual, Edition, �1 . Hang and support ductwork d9 defined by JIViHIriVH, Section I I m I yy� Mal wal, ii I �i �wuul y or as defined within. Hanger spacing not to exceed 8'. PART 3 EXECUTION 3.01 PERFORMANCE A. Install as indicated on the drawing and in strict accordance with SMACNA Standards as specified in Part 1 of this section. B. Ductwork shall be constructed of standard pressure classification unless noted otherwise on the drawings. Exception: Minimum allowed pressure classification for duct construction shall be 1" positive or negative for constant volume systems and exhaust air systems. The minimum allowed construction for variable volume systems shall be 2" positive and negative. C. Round ductwork installed exposed in finished areas shall be spiral seam type construction only. D. Aluminum Ductwork 1. Adjust thickness and construction in accordance with standards. E. All systems shall be sealed including classification 1" and less. The minimum sealing classification shall be Class "B ". F. Pressure sensitive adhesive tapes not acceptable. G. Drawings do not attempt to show all offsets in ductwork. Make such offsets in ducts as necessary for installation of work without additional cost to the Owner. Offsets shall be of least angle possible. H. Air moving equipment with attached ductwork shall be isolated from, and connected to, ductwork by means of air tight flexible connectors. Exception shall be equipment with internal isolation such as roof exhausters and volume damper to balance that branch. I. Provide each take -off with an adjustable volume damper to balance that branch. 1. Anchor dampers securely to duct. 2. Install dampers in main duct within insulation. 3. Dampers in branch ducts shall It against sheet metal walls, bottom and top of duct, and be securely fastened. Cut duct liner to allow damper to fit against sheet metal. 4. Where concealed ceiling damper regulators are installed, provide a cover plate. J. Air Turns 1. Air turns shall be quiet and free from vibration when system is in operation. CITY OF YAKIMA SHEET METAL DUCTWORK KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 801 - 3 PARKS AND RECREATION DIVISION K. Paint ductwork visible through registers, grilles, and diffusers flat black. Paint cover plates to match ceiling finish. END OF SECTION 15 801 CITY OF YAKIMA FLEXIBLE DUCT KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 805 g 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PARTIGENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Inrlu irlec But Not Limited To 1. Furnish and install as indicated and specified. B. Related Work Specified Elsewhere 1. Basic Materials and Methods - Section 15 050 2. Heat Transfer - Section 15 700 C. Description of System 1. Flexible duct shall mean round flexible ductwork used to connect between hard duct and device. 2. Flexible connections, see section 15162, shall be used to connect air moving equipment to the ductwork. 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. UL listed under UL 181 standards as Class 1. 2. Conform to NFPA 90A and 90B and ICBO. 3. SMACNA standards for HVAC duct construction. PART 2 PRODUCTS 2.01 MATERIALS A. Manufactured assembly consisting of inner lining bonded to spring steel helix wrapped with 1" thick fiberglass insulation and vapor barrier outer jacket. B. Minimum allowed pressure classification shall be 4" positive, 1" negative. C. Flexible duct installed on ductwork with higher pressures shall be rated to equal or exceed ductwork classification. D. Accepted Manufacturers 1. Thermaflex 2. Genflex 3. Clevaflex 4. Wiremold 5. Porter PART 3 EXECUTION 3.01 PERFORMANCE A. Install in strict accordance with SMACNA standards. B. Use the minimum length possible. Maximum length allowed is 6 feet. C. Install in the fully extended condition, free of sags and kinks. D. Minimum allowed bend radius for offsets shall be centerline of 1 1 /2 times the diameter. Do not use for turns. CITY OF YAKIMA FLEXIBLE DUCT KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 805 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON E. Duct connections shall be made with 3M #EC -800 duct sealer and secured over sheet metal collar with 1 /2 " wide locking strap. F. Outer insulation to be secured with straps in accordance with UL listing. END OF SECTION 15 805 CITY OF YAKIMA DUCTWORK ACCESSORIES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 810 - 1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 INCLUDES BUT NOT LIMITED TO A. Furnish and install accessories indicated and specified. PART 2 PRODUCTS 2.01 MATERIAL A. Manua! Volume Dampers 1. Opposed Blade a. In accordance with SMACNA fig. 2 -15. b. 18 gauge galvanized steel, opposed blade type with 3/8 inch pins and end bearings. Blades shall have 1/8 inch clearance all around. e. Damper shall operate within acoustical duct liner. d. Provide a channel spacer equal to thickness of duct liner. e. Dampers in fibrous ductwork shall be mounted in sheet metal sleeve in accordance with SMACNA. 2. Single Blade a. In accordance with SMACNA fig. 2 -14. No fig. D two blade arrangements allowed. b. Up to 18" long, 22 gauge galvanized steel with 3/8" pins and quadrant. c. 19 to 48 inches long -16 gauge galvanized steel with 1 /2 " rod pin and quadrant. d. Provide 1/8" clearance all around blade. e. Dampers over 12" high shall be opposed blade. 3. Inflexible Branch Ducts and Round Take -offs a. Sheet metal spin -in type round branch take -off complete with manual volume damper with locking quadrant. b. 10 inch diameter and smaller ducts - 28 gauge, greater than 10 inch ducts - 26 gauge. c. Spin -ins in lined or fibrous ductwork shall have shoulder to accommodate lining thickness. 4. Damper Regulators a. Dampers above removable ceiling and in exposed systems shall have a locking quadrant on bottom or side of duct. Otherwise, provide a concealed ceiling damper regulator and cover plate. b. Locking quadrants and end bearings for dampers shall be Ventlock, DuroDyne or approved equal. c. Regulators on exposed ducts shall be Ventlock #641 for uninsulated locations and #644 in insulated sections. End Bearings shall be #607. d. Dampers located above ceilings and in nonaccessible locations shall be equipped with Ventlock #666 concealed regulators. Miter gears and universal joints shall be used if required. e. Regulators on fiberglass ductwork shall be same as for insulated duct. B. Backdraft Dampers 1. Dampers shall be furnished with light gauge formed aluminum blades with stiffened edges, continuous rust resistant hinge rods, self aligning pre - lubricated bearings, and with all blades linked together. Dampers shall be assembled in a steel channel or angle frame as conditions indicate. Steel parts shall be prime coated with a rust inhibiting paint. C. Access Doors 1. See Basic Materials and Methods - Section 15 050 CITY OF YAKIMA DUCTWORK ACCESSORIES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 810 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 EXECUTION 3.01 INSTALLATION A. Score ends of damper shafts to indicate position of damper blades. B. Install dampers with sufficient clearance from duct transitions and /or other equipment to avoid binding. C. Lock all dampers in the full open position until time of air balancing. D. Turning vanes shall be used where shown and in all supply duct elbows when the throat radius is less than 50% of the width of the duct in the same plane. END OF SECTION 15 810 CITY OF YAKIMA FANS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 020 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. In But Nnt L imited Tn • 1. Furnish and install as indicated and specified. 2. Types and capacities as scheduled. B. Related Work Specified Elsewhere • 1. Basic Materials and Methods - Section 15 050 2. Electrical - Division 16 1.03 QUALITY ASSURANCE A. Applicator Qualifications 1. Fans shall be by manufacturer regularly engaged in production of components who issues complete catalog data. B. Source Quality Control 1. Fan performance ratings, sound ratings and fabrication to conform to AIM1CA and bear the seal. 2. Fans shall be UL listed for the application and shall bear the UL mark. C. Design Criteria 1. Fans used shall not decrease motor size, or increase noise level, or increase inlet air velocity by more than 20 percent, from specified criteria. Fans shall be capable of accommodating static pressure variations of ±10 %. 1.04 SUBMITTALS A. Shop Drawings and Product Data 1. Submit in accordance with Division 1 and section 15 000. 2. Shop drawings shall clearly indicate the following: a. Dimensions, weight and connections. b. Capacities and ratings. c. Fan curves indicating specified operating point. d. Sound power data, where scheduled. e. Electrical characteristics. f. List all options and accessories provided. B. Operation and Maintenance Data 1. Furnish in accordance with section 15 000. 2. St i ubmittais shall inciude_ a. Lubrication instructions. b. Motor and drive replacement. c. Parts list. PART 2 PRODUCTS • 2.01 GENERAL FABRICATION AND MANUFACTURE A. Furnish in configuration and with components specified and scheduled. B. Fans shall be statically and dynamically balanced. CITY OF YAKIMA FANS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 820 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. V -belt drive. 1. Cast iron or steel sheaves, dynamically balanced, bored to fit shafts and keyed. 2. For motors 10 HP and under, drives shall be variable and adjustable pitch selected so design RPM is obtained at the mid - position. 3. For motors 15 HP and over, drives shall be fixed sheave. Manufacturer shall furnish (4) additional sheaves for balancing, (2) sheaves at next sizes over and (2) under design RPM. Extra sheaves become property of the contractor after balance is complete. 4. Number and size of belts shall be determined by the drive manufacturer and sized for 150% of nominal horsepower. 5. Multi -belt drives shall be furnished with matched belt set. 2.02 IN -LINE CENTRIFUGAL FANS A. Includes But Not Limited To 1. Tubular centrifugal fans. 2. In -line cabinet fans. B. Wheels 1. Backward inclined. 2. Airfoil. 3. Steel or aluminum. C. Housing 1. Heavy gauge steel constructed in accordance with AMCA for scheduled fan class. 2. Tubular design where scheduled. 3. In -line cabinet fans shall have removable or hinged panels for access to fan and /or motor. D. Motors and Drives 1. Motors shall be manufacturer furnished in compliance with section 15 178. 2. Bearings shall be heavy duty pillow block type, self - aligning, grease lubricated. 3. Belt guard constructed in accordance with SMACNA with provisions for lubrication and use of tachometer with guard in place. E. Accessories 1. Provide weather cover for motor and drive on fans installed outdoors. 2. Inlet/outlet screens shall be provided where inlet or outlet are exposed. F. Accepted Manufacturers 1. Penn 2. Peerless 3. Acme 4. Cook 5. Briedert 6. Flow Aire 7. Carnes PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions and as indicated on the drawings. B. Internally isolated units shall be bolted to the floor with pad isolators between floor and the unit. C. Externally isolated units shall have isolators bolted to the floor. See Section 15 160. CITY OF YAKIMA FANS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 820 ° 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Do not operate fans for any purpose until ductwork is clean, filters are in place, bearings lubricated, and fan has been test run under observation. E. Install fans as specified with resilient mountings and flexible electrical leads. F. Install flexible connections between fan and connecting ductwork. Ensure metal bands of connectors are parallel with minimum one inch flex between ductwork and fan while running. G. Provide safety screen where inlet or outlet is exposed. H. Provide backdraft dampers on exhaust fans unless otherwise noted. Roof mounted fans shall be securely lagged to each side of curbs. J. Provide belt guards for all exposed belt drives. END OF SECTION 15 820 CITY OF YAKIMA AIR OUTLETS AND INLETS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 840 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 GENERAL 1.01 SECTION 15 000 APPLIES TO THIS SECTION. 1.02 DESCRIPTION A. Includes But Not Limited To 1. Furnish and install as indicated and specified. a. Grilles. b. Registers. c. Diffusers. d. Weather louvers. e. Roof cowls. f. Goosenecks B. Related Work Specified Elsewhere 1. Seismic Protection - 15 052 1.03 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Conform to ANSI /NFPA 90A B. Source Quality Control 1. Test and rate performance of air outlets and inlets in accordance with ADC Equipment Test Code 1062 and ASHRAE 70. 2. Test and rate performance of louvers in accordance with AMCA 500. PART 2 PRODUCTS 2.01 MATERIAL A. Outlets and inlets shall be fabricated of material scheduled. B. All corners shall be mitered with smooth, close fitting joints free of gaps and rough edges. C. Vanes shall be free of vibration. Noisy devices shall be replaced. D. Devices designed for lay -in installation shall match ceiling system and panel size to suit T -bar system. 2.02 RETURN OR EXHAUST REGISTERS /GRILLES A. Fixed deflection bar or curved blade with spacing and position as scheduled. B. Fabricate 1 1/4 inch margin frame with countersunk screw mounting and gasket. C. Fabricate of steel or aluminum with factory off-white baked enamel finish. D. Heavy duty units shall be all welded steel construction. E. Accepted Manufacturers 1. Hart and Cooley 2. Krueger 3. Titus 4. Anemostat 5. Carnes 6. EAP CITY OF YAKIMA AIR OUTLETS AND INLETS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 840 - 2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 7. Metal Aire 8. Nailor 2.03 SIDEWALL SUPPLY REGISTER/GRILLES A. Streamlined and individually adjustable blades, depth of which exceeds 3/4 inch maximum spacing with spring or other device to set blades, double deflection. Front vanes to be in dimension scheduled. B. Fabricate 1 inch margin frame with countersunk screw mounting and gasket. C. Fabricate of steel or aluminum extrusions, with factory baked enamel finish. • D. Provide integral, gang- operated opposed blade dampers with removable key operator, operable from face. E. Accepted Manufacturers 1. Hart and Cooley 2. Krueger • 3. Titus 4. Anemostat 5. Carnes 6. EAP 7. Metal Aire 8. Nailor 2.04 MODULAR DIFFUSERS A. Square or rectangular with minimum 4 individual cores. Cores shall be spring loaded and be removable without tools. Cores to be designed to alter direction of throw. B. Diffuser shall be louvered face design with extruded vanes. C. Fabricate of aluminum with baked enamel off -white finish. D. Accepted Manufacturers 1. Hart and Cooley 2. Krueger 3. EAP 4. Titus 5. Anemostat 6. Metal Aire 7. Nailor 8. Carnes 2.05 LOUVERS A. Provide louvers of depth, blade spacing and degree of slope and free area scheduled. B. Provide 1/2" mesh interior birdscreen. C. Fabricate of 16 gauge galvanized steel or 12 gauge extruded aluminum, as scheduled. Aluminum anodized finish, have coat finish shall be clear dilciuiceu nnia�i, Steel shall factory prime Cua� finish. D. Fabricate with channel or angle frame as scheduled. E. Accepted Manufacturers 1. American Warming and Ventilating Company CITY OF YAKIMA AIR OUTLETS AND INLETS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 15 840 - 3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. Ruskin 3. Carnes 4. Air Balance 5. Louvers and Dampers, Inc. 6. Arrow 7. Cesco PART 3 EXECUTION 3.01 INSTALLATION A. Install items in accordance with manufacturer's instructions. B. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. C. Install diffusers to ductwork with air tight connection. D. Provide balancing dampers on duct take -off to diffusers, grilles and registers, regardless of whether dampers are specified as part of the diffuser, or grille and register assembly. E. Paint ductwork visible behind air outlets and inlets matte black. END OF SECTION 15 840 CITY OF YAKIMA HVAC SYSTEM, TESTING, KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ADJUSTING & BALANCING PARKS AND RECREATION DIVISION 15 990 -1 YAKIMA, WASHINGTON PART 1 GENERAL 1.01 CONDITIONS A. Conditions of the Contract and General Requirements in Division 1 apply to work specified in all sections of Division 15. B. Requirements for submitting, shop drawings and substitutions, Division 1, Section 01300 and 01600, apply to work specified in all sections of Division 15. C. Requirements of mechanical, electrical, and other sections apply in so far as these requirements affect the work of this section. 1.02 COORDINATION OF WORK AND INTENT A. It is the intent of this specification section to provide for a completely tested, adjusted and balanced (TAB) installation without overlaps or omissions between the installing contractor and the TAB contractor. The installing contractors are those who perform the installation of this work and make all preparations for the TAB contractor who performs the testing, adjusting and balancing described herein. B. The Contractor performing the HVAC work shall coordinate all the mechanical work, including sheet metal and automatic temperature controls, to provide a complete, properly tested, adjusted and balanced system throughout. He shall furnish progress reports regarding this phase of the work on a regular basis as directed. At such time as the systems are started up, the Contractor performing the mechanical work shall provide the TAB contractor with documentation that the duct systems have been tested to the satisfaction of the duct leak test specifications. The mechanical contractor shall insure that all components are installed and operating, and that the major components such as fans, pumps, refrigeration machines and the like are capable of producing the scheduled capacity requirements. This requirement does not relieve the mechanical contractor of any other requirements specified elsewhere. Should any of these components or systems not be capable of producing these requirements, he shall make corrections within the limits of his responsibility or as otherwise authorized and shall certify in writing that they systems are ready for final testing and balancing by the TAB contractor. C. The contractor performing the TAB work in this section shall hereinafter be called the TAB contractor. D. Any additional balancing dampers, balancing valves, ports, taps, etc. which are required for balancing shall be provided by the installing contractor. 1.03 GENERAL REQUIREMENTS A. The work described in this section of the specifications shall be performed by a firm certified for TAB work by the National Environmental Balancing Bureau (NEBB). The NEBB Certified firm may be a mechanical contractor, a sheet metal contractor, or an unaffiliated firm. The TAB contractor shall be completely independent of the installing rnntrartr. r, B. The name of the selected NEBB Certified firm shall be submitted to the design engineer for approval within 30 days after contract award. C. The TAB contractor shall provide the Architect/Engineer (A/E) with the organizational chart, indicating that all field work shall be under the direct supervision of a NEBB supervisor in the discipline for which balancing is to be performed. CITY OF YAKIMA HVAC SYSTEM, TESTING, KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ADJUSTING & BALANCING PARKS AND RECREATION DIVISION 15 990 - 2 YAKIMA, WASHINGTON D. Work shall be accomplished generally in accordance with the agenda herein. Procedures not specifically described herein or requiring amplification shall be in accordance with the NEBB procedures, and other standards hereinafter specified. 1.04 STANDARDS A. National Environmental Balancing Bureau (NEBB) "Procedural Standards for Testing and Balancing of Environmental Systems" (1998 Edition) B. National Environmental Balancing Bureau (NEBB) "Procedural Standards for the Measurement and Assessment of Sound and Vibration" (1994 Edition) C. The TAB contractor shall submit all questions regarding interpretations and questions regarding these standards in writing or as required by documents to the A/E team who shall provide formal reply in a reasonable time. Decisions of the A/E team shall be final. PART 2 — TEST AND ADJUSTMENTS 2.01 SYSTEM BALANCE — GENERAL A. Furnish all TAB labor, instruments and services necessary to complete the TAB work for air systems and water systems to achieve required air and water flow rates. B. Excludes all labor and materials to provide, repair, correct, install, or change motor, fan or pump drives including sheaves, belts, couplings, starters, heater coils, wiring, etc. C. Excludes additional balancing dampers and valves, venturies, flow meters, etc., and any proprietary test equipment and /or software. 2.02 WORK INCLUDED, BUT NOT LIMITED TO A. Adjusting and setting of all volume control devices to achieve proper air distribution, pressures, and patterns in all parts of the supply, return and exhaust air systems. B. Adjusting and setting of belt driven fans to achieve design or optimum total delivered airflow. (CFM or L /s) C. The installing automatic temperature control (ATC) contractor shall have the control systems installed and operational prior to the start of TAB work. The installing ATC contractor shall provide all the necessary personnel, equipment and software to make adjustments to these control devices to achieve design conditions. D. Adjusting and setting of pumps, balancing valves and other flow devices to achieve optimum water distribution in all parts of the circulating water systems. E. Report on noise problems which are discovered in the course of system balancing. F. Preparing and submitting reports and other data as specified herein. G. Provide NEBB quality assurance certification. CITY OF YAKIMA HVAC SYSTEM, TESTING, KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ADJUSTING & BALANCING PARKS AND RECREATION DIVISION 15 990 - 3 YAKIMA, WASHINGTON 2.03 VERIFYING AND BALANCING EXISTING SYSTEM A. All existing air and water systems altered under this project shall have the system balanced in accordance with values on design documents and /or pre - demolition measurements made by the installing contractor or TAB contractor. All existing fans and 1 + m remaining part of th renovated B. 1111 exiStil ly lal w and pumps or partial systems �ma Wing as pa work shall have their existing capacity and main duct branches recorded before any demolition work occurs. C. Furnish a separate report to the construction manager, general contractor or NE with a design or shop drawing if available or a diagrammatic layout of the systems involved, including the quantities and the locations where they were measured. 2.04 AIR SYSTEM BALANCING A. Air quantities in main ducts shall be measured by Pitot tube traverses of the entire cross section area of the duct. Openings in ducts for Pitot tube insertion shall be sealed with approved plugs. Outlet and inlet air quantities shall be determined in accordance with NEBB procedures. B. Total air quantities shall be obtained by adjustment of fan speeds. Branch duct air quantities shall be adjusted by volume dampers. Damper positions shall be permanently marked after TAB work is complete. C. For systems handling outdoor air, the system shall be balanced at the normal minimum outdoor air condition. Where the system is designed to deliver 100% return air or a variable amount of outdoor air, the total airflow tests shall be repeated for 100% maximum outdoor air and shall agree with conditions measured under minimum outdoor air operation before the system is considered to be balanced. D. Adjusting of individual outlets shall be performed as per NEBB procedures or as otherwise approved by the A/E. Outlets shall be set for the air pattern required and all main supply air dampers shall be adjusted and set for the design indicated. All required changes in air patterns or setting necessary to achieve correct air balance and to minimize drafts shall be performed by the TAB contractor. E. All measured air quantities shall be within ±10% of design air quantities where achievable. F. Each variable air volume (VAV), fan powered VAV (both series and parallel type), and constant volume (CV) supply, return air and exhaust terminal unit shall be adjusted to deliver the maximum and minimum air quantities specified in all specified modes of operation. (Use the prescribed procedures for each type terminal device) The individual supply outlets for each zone shall be adjusted after the respective control unit is manually set (pneumatic and /or direct digital control (DDC) to design air flow settings (minimum and maximum). (Factory calibration of all types of VAV and high velocity fan powered /reheat units shall be verified and reset as required by the TAB contractor. G. The TAB contractor shall perform the test and compile the data required. In addition to the tabulation forms, the TAB contractor shall provide schematic diagrams showing all system components cross - referenced to form tabulations. The lists provided hereinafter shall be considered minimum requirements. All information required to prove system balance shall be provided by the TAB contractor. CITY OF YAKIMA HVAC SYSTEM, TESTING, KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ADJUSTING & BALANCING PARKS AND RECREATION DIVISION 15 990 - 4 YAKIMA, WASHINGTON H. Air Handling Equipment Tests and Data 1. Tabulate design conditions from documents and installed conditions from shop drawings. (Confirm in field) a. Fan, unit or system number. b. Location. c. Area served. d. Manufacturer, model and serial number of air unit, motor(s), pulley and belts. e. Motor nameplate horsepower (watts), amperage, voltage, phase, hertz, frame type and service factor. f. Sheave manufacturer, model number, grooves, pitch diameter, adjustable or fixed. Include pitch diameter settings on adjustable sheaves. g. Fan and motor RPM. h. Fan or unit static pressure profile. Measure and record pressure differentials across coils, filters, dampers, etc. Total airflow (CFM or L/s), outdoor air, return air, exhaust air, relief air, and outlet air (maximum and minimum). j. Terminal manufacturer and type. k. Outlet or inlet size, effective area and Ak factor, except when using a direct reading flow hood. Design temperature differences. m. Design brake horsepower (watts). 2. Tabulate from equipment field tests. a. Fan and motor RPM. b. Motor amperage for each phase. c. Voltage for each phase. 3. Tabulate from air data from field test (for each required condition). a. Total air quantity for each outlet or inlet and for supply air, return air, exhaust air, relief air and outdoor air for each system. b. Pressure reading at most distant point of system (in w.g. or Pa, for VAV systems only) c. Pressure drops across filters, boxes, coils and air to air heat exchangers. d. Supply, return and exhaust fan pressure differentials. e. Temperature differences across coils and air to air heat exchangers. f. Traverse locations and grid with actual velocities. Record duct static pressure at each traverse location. Provide traverses at all points necessary for balancing. 2.05 DEMONSTRATION A. At the request of the A/E or Owner's representative, the balancing contractor shall repeat the balancing procedure for any system or portion of a system. The balancing contractor shall repeat the balancing procedure on 10% (as selected by the A/E or Owner's representative) of systems. If the data is not within ±5% of the reported data, the A/E or Owner's representative can request the entire system or systems be rebalanced. CITY OF YAKIMA HVAC SYSTEM, TESTING, KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 ADJUSTING & BALANCING PARKS AND RECREATION DIVISION 15 990 - 5 YAKIMA, WASHINGTON PART 3 — REPORTS AND GUARANTEES 3.01 REPORT REQUIREMENTS A. Submit written reports, during the course of construction of potential developing problems relating lln t lV the work being provided gat g o th^ k b g p under other sections of the specifications where such l� Y IU V problems may adversely effect the proper balancing of the equipment or systems. B. Submit written reports for review upon completion of each major phase of the balancing work. C. The TAB contractor shall prepare and submit a balancing report to the NE for review and evaluation prior to final acceptance of the project. The balancing report shall include the data outlined herein, but may be expanded or modified to be compatible with the requirements of the installed equipment and systems. D. The cover of the TAB report must show the name and address of the project, architect, mechanical engineer, installing contractor, date the report is issued, address and phone number of the TAB contractor. The NEBB seal and signature of the TAB supervisor who is in charge of the reported project must be submitted on the "Certification" report form (TAB 2 -98). E. Identification of all types of instruments used and their last dates of calibration shall be submitted with the final report. END OF SECTION 15 990 DIVISION 16 - ELECTRICAL CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16010 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. General requirements for electrical work. a. Systems Descriptions b. Area classifications c. Submittals d. Records e. Coordination B. Related Sections include but are not necessarily limited to: 1. General Conditions. 2. Division 1 - General Technical Requirements. 3. Division 2 - Site Work. 4. Division 3 - Concrete. 5. Division 11 - Equipment. 6. Division 13 - Special Construction. 7. Division 15 - Mechanical. 1.03 SYSTEMS DESCRIPTIONS A. Provide the labor, materials, and equipment necessary to furnish, install, and place into operation the lighting, power, control, and associated electrical systems of this Contract. B. Provide functioning systems in compliance with manufacturer's instructions, performance requirements specified or indicated, and modifications resulting from reviewed shop drawings and field coordinated drawings. C. Connect motors, instrumentation, controls, meters, and any other electrical device installed or provided as part of the project. D. Provide complete 480Y/277 and 208Y /120volt power distribution systems including raceways, wiring, and power supply to equipment. E. Provide complete interior lighting system including all lighting equipment, raceways, wiring, and switching equipment: F. Provide complete area lighting, building exterior lighting and site lighting system including all lighting fixtures, raceways, wiring, poles and pole foundations. G. Provide a complete ballfield lighting system for ball fields 1 & 2 including poles, lighting fixtures, pole bases, lighting contactors, remote control cabinets as well as all raceways and wiring to poles and cabinets. H. Under Alternate Bid No. 1, provide lighting and power circuits to the picnic shelter. Provide conduit only for future installation under the base bid. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16010 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON Under Alternate Bid No. 5, provide a complete ballfield lighting system for ball field 3 including poles, lighting fixtures, pole bases lighting contactors, remote control cabinets as well as all raceways and wiring to poles and cabinets. J. Test, adjust and calibrate equipment and start -up all electrical equipment, instrumentation equipment, and its associated mechanical attachments as necessary to place the project into operation. K. Mark and identify circuits, equipment, and enclosures with wire numbers, nameplates, and warning signs. 1.04 AREA CLASSIFICATIONS A. Areas of the project are classified as "damp" or "wet" in accordance with Article 100 - Definitions of the NEC. Additional areas are also classified as wet or damp as listed below. 1.05 DEFINITIONS A. Outdoor Areas: 1. Those locations on the Project site where the equipment is normally exposed to wind, dust, rain, snow, or similar natural environmental conditions. B. Indoor Areas: 1. Those locations on the Project site where the equipment is normally protected from wind, dust, rain, snow, and similar natural environmental conditions. C. Shop Fabricated: 1. Manufactured or assembled equipment for which a NRTL test procedure has not been established. D. NRTL: Nationally Recognized Testing Laboratory. E. NEC: National Electrical Code 1.06 QUALITY ASSURANCE A. When a specific code or standard has not been cited, the applicable codes and standards of the following code - making authorities and standards organizations apply: 1. American Association of State Highway and Transportation Officials (AASHTO). 2. American Iron and Steel Institute (AISI). 3. American National Standard Institute (ANSI). 4. American Society for Testing and Materials (ASTM). 5. ETL Testing Laboratories, Inc (ETL). 6 Inc]@tart ( hia Fnninaare Aceneiatinn (IC FAI 7. Institute of Electrical and Electronic Engineers (IEEE). 8. Illuminating Engineering Society of North America (IES). 9. Instrument Society of America (ISA). 10. Joint Industrial Council (JIC). 11. Lightning Protection Institute (LPI). 12. National Electrical Manufacturers Association (NEMA). 13. National Fire Protection Association (NFPA). 14. Occupational, Health and Safety Administration (OSHA). 15. Underwriters Laboratories, Inc. (UL). HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16010 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. In case of conflict or disagreement between codes, standards, laws, ordinances, rules, regulations, drawings and specifications, or within either document itself, the more stringent condition governs. 1.07 SUBMITTALS A. See Section 01300. B. Make submittals as soon as practicable after the date of notice to proceed, but prior to purchase, fabrication, or installation of materials or equipment Make submittals as a single package, with proposed products and materials grouped according to the sections specified in Division 16. C. Product Data: 1. Provide manufacturer's product technical data, including, but not limited to: a. Identification of the manufacturer. b. Manufacturer's product descriptive bulletin. c. Current, voltage, nameplate, load, impedance, and other electrical data pertinent to the Project and necessary to assure compliance with the Specifications and Drawings. d. Equipment dimensions. D. Shop Drawings: Submit Shop Drawings containing detailed drawings, diagrams and instructions for installing, operating and maintaining the material and equipment proposed for installation in the electrical work. 1. See individual Division 16 sections for specific requirements. 2. Prior to submittal, coordinate the electrical equipment and materials, with other applicable equipment and systems of the Contract Documents, particularly process equipment and systems. Any modifications to the electrical equipment or other equipment, due to the use or submittal of process or other equipment which is different from that specified or shown on the drawings, shall be reflected in the submittal of the electrical equipment so affected. (Refer also to section 01300, 1.1 SCOPE and Section 01300, 3.5 PREQUALIFICATION AND SUBSTITUTION.) a. Where electrical equipment submitted by the Contractor is of a different size than the scaled dimensions shown on the plan, the section or elevation drawings of the Contract Documents, or where it requires clearance greater than that shown on the Contract Documents for safety, access, ventilation, or similar reasons, the Contractor shall mark and submit copies of the Contract Documents showing the actual size of the proposed equipment, its required clearances, and its placement, drawn to scale in red pencil on the copies. b. Where equipment dimensions, layout, conduit routing, or conductor and conduit quantities, sizes or types are required to be different than indicated on the contract drawings to accommodate the submitted equipment, the submittal shall clearly indicate the required changes (increased sizes, ratings of equipment or devices) and shall note that they are being provided to accommodate the submitted equipment without additional cost. The submittal shall indicate increased ratings, sizes 3. Provide technical drawings as follows. a. Provide diagrams and drawings similar to the Contract Drawings and named in a similar fashion for all technical drawings submittals. b. Use diagrams and symbols shop drawings which conform to Joint Industry Conference (JIC) Electrical Standards for Industrial Equipment and /or NEMA, Industrial Control Systems, ANSI and IEEE standards, latest revisions. Prepare HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16010 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON drawings on size A, B or D sheets in a format similar to the Contract Documents or other nationally recognized drawing standard. c. Provide electrical elementary wiring diagrams for the electrical control systems showing the wiring of electrical control items, such as switches, and relays. d. Provide scaled and dimensioned panel or enclosure face layout drawings; panel /subpanel material of construction, dimensions, and weight; conduit and wiring access locations; and material wiring and terminal block drawings for each rnntrnl penal nre nn! nciire, E. Clearly indicate on submittals that equipment or material is NRTL listed or is constructed utilizing listed or recognized components. Where a NRTL standard has not been established, clearly identify that no NRTL standard exists for that equipment. F. Operation and Maintenance Manuals: 1. See specific sections for information specific to each type of equipment which is to be included in O &M manuals. 2. Provide preliminary manuals to the Engineer for review in the quantities indicated in Division 1 no later than when the electrical equipment is shipped to the job site. Drawings and Bill of Materials included in preliminary manuals shall show "as shipped" wiring and components. Provide final manuals with Record Drawings of the work upon completion of the work, folded and punched for insertion into the manual after they are reviewed by the Engineer. 3. Manuals for the electrical system consist of 3 -post, expandable metal hinge binders labeled with the job name and the Contractor's name with tab dividers for each major type of equipment. a. Provide manufacturer's installation, operation, maintenance, and service information for each item of equipment furnished under Division 16. b. Assemble and index each section listing the contents individually on the tab divider for that section. c. Compile a spare parts list and a suppliers index for each section and assemble in the section provided. d. Assemble records of tests, measurements, and calibration settings made for each device. Provide Record ( "As Built ") Drawings of the work upon completion of the work. Fold, punch, and insert these records into the manual after they are reviewed by the Engineer. 1.08 RECORDS A. Maintain and annotate on the job at all times a separate set of Record Drawings in accordance with the General Conditions. Show changes from the Contract Documents plan drawings including: routing of hidden raceways, stubouts, actual fixture and equipment locations, equipment sizes and dimensions and building or structure outline changes. Review the drawings with the Engineer as the work progresses whenever requested. At the end of the project, forward to the Engineer a complete set of drawings marked in red pencil in a manner consistent with the Contract Drawings, indicating the changes made on the job. Equipment furnished under this Contract for use on future work and all concealed materials, including conduits, shall be dimensioned, on the record drawings, from visible and permanent building features. B. Record voltage, current, and megohmeter and ground ohmer resistance test measurements made on the electrical work, the trip units, fuses, and overload relay elements installed in the equipment. Record the setting of all pressure, flow, level, and similar instrumentation and control devices. When the project is operating, turn over these records to the Engineer. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16010 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.09 COORDINATION A. Coordinate and schedule connecting electrical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. B. Coordinate the interruption of electrical systems to any part of the facility in use by the Owner at least 48 hours before interruption of the system. C. Coordinate the electrical work with the requirements of equipment provided under other Divisions. Portions of the electrical design are based upon the equipment specified in other Divisions. Where modifications to the specified electrical system or systems are required to accommodate actual electrical requirements of equipment which is specified under other Divisions of the Contract but which has electrical requirements different from those specified for the equipment, make modifications to the electrical system or systems required to accommodate the equipment. D. Where changes in the work, or substitutions in material or equipment, specified under this Division are proposed, ensure that sizes, weights, openings, and similar items are provided that • do not require changes in the work outside this Division. If changes to work outside this Division are required to accommodate substitutions or changes proposed by the Contractor, submit complete descriptions of these changes for approval by the Engineer, and pay for all such changes. No additional payment or "extras" are allowed for extra work required to accommodate substitutions or changes proposed by the Contractor. PART 2 — PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Refer to individual Division 16 sections. 1. Provide equipment, which is of a similar type, made by one manufacturer throughout the project unless otherwise noted in the Specifications. B. Submit requests for substitution in accordance with Specification Section 01640 2.02 MATERIALS A. Except as otherwise indicated, provide new materials and equipment which are standard products of manufacturers regularly engaged in production of such equipment. Provide similar items of equipment of the same quality from a single manufacturer. Where systems are specified, provide components of the system from a single manufacturer. B. Provide material or equipment approved and labeled for the purpose for which it is to be used by a nationally recognized electrical testing laboratory (NRTL) or other organization acceptable to the State of Washington Department of Labor and Industries. 1. Where NRTL test procedures have been established for the product type, provide electrical equipment approved under that procedure and bearing the NRTL label. 2. When equipment is shop fabricated for the Project, use electrical devices and enclosures which are NRTL listed and labeled or recognized. C. Where voltage, current, power, temperature or other ratings are specified that do not correspond to standard ratings of the manufacturer selected by the Contractor, furnish the next rating level which increases the capacity of the device or material in question. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16010 -6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Furnish materials, devices, equipment or supplies of materials that are inherently non - corrosive or are coated or covered in a manner, acceptable to the Engineer, which renders them non- corrosive. Material that may cause rusting or streaking on a building surface shall not be used. E. Fabricate equipment or devices in the field equivalent in every respect to manufactured items used for the same purpose. Where cutting, drilling, grinding, or similar actions are performed on galvanized or painted metal, regaivanize or repaint, respectively, to match original finish. PART 3 — EXECUTION 3.01 INSTALLATION A. Make arrangements for and pay for necessary permits, licenses, and inspections. B. Install equipment in accordance with the manufacturer's instructions. C. Equipment shall be installed in accordance with the requirements of the National Electrical Code, National Electrical Safety Code, and applicable state and local regulations and ordinances. D. Equipment Dimensions and Clearances: 1. Dimensions indicated for electrical equipment and dimensions indicated for the installation of electrical equipment are restrictive dimensions. Verify that equipment will fit within the indicated locations and spaces. Do not use equipment that impinges upon the required clearance, reduces actual clearance, or exceeds the indicated dimensions: a. Except as approved in writing by the Engineer. 2. Do not use arrangements of equipment that impinge upon the required clearance, reduce actual clearances or exceed the space allocation. E. Equipment Access: 1. Install equipment so it is readily accessible for operation and maintenance. 2. Access to equipment shall not be blocked or concealed by conduits, supporting devices, boxes, or other items. 3. Do not install electrical equipment such that it interferes with normal maintenance requirements of other equipment. F. Equipment shall be installed plumb, square and true with the building construction and shall be securely fastened. G. Do not provide materials which contain polychlorinated biphenyls, asbestos or other hazardous or detrimental materials. Do not install materials in a manner, location or construction that produces galvanic action or any other materials corroding or eroding action. Equipment fabricated from aluminum shall not be placed in direct contact with earth or concrete. Outdoor wall- mounted equipment and indoor equipment mounted on earth or water bearing walls shall be provided with corrosion - resistant spacers to maintain 1/4 IN separation between the equipment and the wall. H. Screen or seal all raceways or other openings into equipment to prevent the entrance of moisture, rodents and insects. Drawings indicate the approximate location and arrangement of electrical equipment and the approximate location . ^ . f othe equipment requi electrical work The general arrangement of panelboards, outlets and other equipment is diagrammatic and approximate as to locations. To avoid interference with structural members and equipment of other trades, it may be necessary to adjust the intended location of electrical equipment. Where minor changes are required because of structural or finish conditions or for the convenience of the Owner, provide such changes HiA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL REQUIREMENTS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16010 -7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON without additional expense to the Owner. Unless specifically dimensioned or detailed, the Contractor may, at his discretion, make minor adjustments in equipment location without obtaining the Engineer's approval. Minor adjustments are defined as a distance not to exceed: 1. 1 FT at grade, floor and roof level in any direction in the horizontal plane. 2. 1 FT for equipment other than lighting at ceiling level in any direction in the horizontal plane. 3. 1 FT for lighting fixtures at ceiling level in any direction in the horizontal plane. 4. 1 FT on walls in a horizontal direction within the vertical plane. 5. Changes in equipment location exceeding those defined above require the Engineer's approval. 6. Particular attention shall be paid to door swings, piping, radiation, ductwork, and structural steel: a. In general, waste and vent lines and large pipe mains and ductwork shall be given priority for the locations and space shown. b. Electrical lighting fixtures shall, in general, be given priority for ceiling space. c. No additional compensation will be allowed for the moving of misplaced outlets, wiring, or equipment. 3.02 DEMONSTRATION A. Demonstrate equipment in accordance with Division 1. B. Provide assistance to the Engineer during the demonstration or observation of equipment by operating devices and equipment, opening enclosures for inspection, checking record drawing information, and similar tasks, as necessary, in the Engineer's judgement to verify all work provided. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16050 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Supporting devices for electrical components. 2. Electrical identification. 3. Cutting and patching 4. Cleaning and finish touchup painting. 5. Testing 1.03 SUBMITTALS A. General: Submit each item below according to the Conditions of the Contract and Division 1 Specification Sections. B. Test reports. 1.04 QUALITY ASSURANCE A. Testing Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7, or a full member company of the InterNational Electrical Testing Association (NETA). 1. Testing Agency Field Supervision: Use persons currently certified by NETA or the National Institute for Certification in Engineering Technologies, or equal, to supervise on- site testing specified in Part 3. B. Comply with NEC for components and installation. C. Listing and Labeling: Provide products specified in this Section that are listed and labeled. 1. The Terms "Listed and Labeled ": As defined in the NEC, Arrticie 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. 1.05 COORDINATION A. Coordinate the location of motors, switches, panel connections and other points of connection with the equipment manufacturers or vendors prior to conduit installation, and route circuits to the �n #I 171 nnnnon #inn nnin# Demnve ',DNA retina #.N11 neinr111i+ n11#Ie# hnvec. nn,4 n #hnr elan #rin.\I 0.lUIQ1 VVI 111GVtIV11 1./VII 11.. 1 11VYG 011V 1 G111s1Q11 VVIIV IAIt ■1.41.1G1. 1.-!NAGS Q11V 1.11.1 [GI GIGt+1.11{.ogi connections, even if removal and reinstallation of building materials is necessary, where electrical connections are not made to the appropriate equipment location. B. Accurately locate panelboards, outlets, switches and similar devices with respect to equipment, doors, partitions, cabinets and the finished work of others, Verify dimensions and locations with the architectural, civil, structural and mechanical Drawings, shop drawings /suppliers and trades. C. Coordinate connecting electrical circuits to components furnished under other Divisions. HA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16050 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Coordinate requirements for access panels and doors where electrical items requiring access are concealed by finished surfaces. Access panels and doors are specified in Division 8 Section "Access Doors." 1.06 SEQUENCING AND SCHEDULING A. Sequence and schedule work under this DIVISION with work under other Divisions, and cooperate in locating equipment to avoid interference with work of others, and plan this work to harmonize with the work of other trades so that all work may proceed as expeditiously as possible. 1. Arrange for chases, slots, and openings in building structure during progress of construction to allow for electrical installations. Obtain approval from structural Engineer for penetration (drilling, cutting, shooting, punching) of structural components prior to penetrating the component. 2. Arrange for the building in of equipment and materials during structure construction. Coordinate installing large equipment requiring positioning prior to closing in the building. 3. Coordinate the installing of built -in work, attaching items to buildings and cutting and patching. No extras are allowed because of moving work required to avoid interference with work of other Contractors. 4. Where equipment cannot be built -in during construction, arrange for sleeves, box -outs, openings, etc., as required to allow installation of equipment after structure construction is complete. 5. Coordinate and schedule installing required supporting devices and set sleeves in poured -in -place concrete and other structural components as they are constructed. 6. Coordinate and schedule installing electrical identification after completion of finishing where identification is applied to field - finished surfaces. 7. Coordinate and schedule installing electrical identifying devices and markings prior to installing acoustical ceilings and similar finishes that conceal such items. 1.07 DELIVERY, STORAGE, AND HANDLING A. See Section 01600. B. Ensure that equipment is not used as steps, ladders, scaffolds, platforms, or for storage - either inside or on top of enclosures. C. Protect nameplates on electrical equipment from defacing. D. Repair, restore, or replace damaged, corroded and rejected items at no additional cost to the Owner. PART 2 — PRODUCTS 2.01 SUPPORTING DEVICES A. Provide channel and angle support systems, hangers, anchors, sleeves, brackets, fabricated items, and fasteners for secure support of electrical components. 1. Material: a. Damp locations: Stainless steel or hot - dipped galvanized steel or aluminum, with 316 stainless steel fasteners. b. Wet Locations: All components 316 stainless steel. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16050 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON c. Other locations: Steel, except as otherwise indicated, protected from corrosion • with zinc coating, cadmium plating, or with treatment of equivalent corrosion resistance using approved alternative finish or inherent material characteristics. B. Conduit clamps: one hole or beam clamps 1. Rigid Steel Conduit: hot dipped galvanized cast iron clamps with cast iron foot. 2. EMT: cadmium plated stamped steel clamps. C. Anchors: cadmium plated or galvanized steel in dry areas; stainless steel or hot dipped galvanized steel in damp areas. Provide 316 stainless steel in all wet areas. 1. lag screws or Type A tapping screws for wood. 2. toggle bolts with springhead for light loads in masonry. 3. thru -bolt with fender washers for heavy Toads in masonry. 4. toggle bolts with springhead for hollow partitions. 5. self drilling anchors with threaded studs for concrete. 6. clamps or U -bolts for structural steel. • • 7. self drilling anchors with extension rods for hollow tile over concrete. 8. hanger rods: 1/4 -inch diameter or larger threaded steel, except as otherwise indicated. D. Sleeves: 1. PVC, schedule 40. 2. 0.0276 -inch or heavier galvanized sheet steel, round tube, closed with welded longitudinal joint. 3. ASTM A 53, Type E, Grade A, Schedule 40, galvanized steel, plain ends. 4. Cast iron, with weep rings. 2.02 ELECTRICAL ENCLOSURES A. Enclosures for use with electrical equipment: 1. Provide NEMA enclosure types as indicated on the contract documents. Where the enclosure type is not indicated on the contract documents provide enclosures as follows. 2. Shop or Factory Finishes: a. See Section 09900. b. Interiors of painted equipment shall be either white or light gray. • 3. Standards: a. NEMA ICS -6, Enclosures for Industrial Controls and Systems. b. UL 508. Industrial Control Equipment. 4. NEMA 1: Use in unclassified (non- hazardous and non - corrosive) indoor locations which are neither wet nor damp. 5. NEMA 3R: Use in wet or outdoor locations. 2.03 ELECTRICAL IDENTIFICATION A. Manufacturer's Standard Products: Where more than one type is listed for a specified application, selection is Contractor's option, but provide single type for each application category. Use colors prescribed by ANSI A13.1, NEC and these Specifications. B. Colored Adhesive Marking Tape for Raceways, Wires, and Cables: Self- adhesive vinyl tape not less than 3 mils thick by 1 inch wide. C. Underground Line Warning Tape: Permanent, bright - colored, continuous- printed, vinyl tape with the following features: 1. Size: Not Tess than 4 mils thick by 6 inches wide. a. Compounded for permanent direct - burial service. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16050 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Tape Markers: Vinyl or vinyl - cloth, self- adhesive, wraparound type with preprinted numbers and letters. E. Color- Coding Cable Ties: Type 6/6 nylon, self - locking type. Colors to suit coding scheme. F. Engraved, Plastic- Laminated Labels, Signs, and Instruction Plates: Engraving stock, melamine plastic laminate punched for mechanical fasteners 1/16 -inch minimum thick for signs up to 20 sq. in., 1/8 inch thick for larger sizes. Engraved legend in white letters on black face. G. Fasteners for Plastic- Laminated and Metal Signs: Self- tapping stainless -steel screws or stainless -steel No. 10/32 machine screws with nuts and flat and lock washers. 2.04 TOUCHUP PAINT A. For Equipment: Provided by equipment manufacturer and selected to match equipment finish. B. For Non - equipment Surfaces: Matching type and color of undamaged, existing adjacent finish. C. For Galvanized Surfaces: Zinc -rich paint recommended by item manufacturer. PART 3 — EXECUTION 3.01 INSTALLATION A. Install the equipment and materials in a neat and workmanlike manner employing workmen skilled in the particular trade and in accordance with the manufacturer's instructions and industry standards. Maintain adequate supervision of the work by a person in charge at the site during any time that work under this division is in process or when necessary for coordination with other work. B. Install components and equipment to provide the maximum possible headroom where mounting heights or other location criteria are not indicated. Mount enclosures for individual units at fifty - four inches above floors to centerline of controls. C. Install items level, plumb, and parallel and perpendicular to other building systems and components, except where otherwise indicated. D. Install equipment to facilitate service, maintenance, and repair or replacement of components. Connect for ease of disconnecting, with minimum interference with other installations. E. Fastening: Unless otherwise indicated, securely fasten electrical items and their supporting hardware to the building structure. Attach enclosures with a minimum of three fasteners, and more if the manufacturer so recommends. 1. Attach enclosures mounted on equipment with machine screws or clamps as required. Do not drill equipment frames or sheets without permission of supplier /manufacturer or the Engineer. 2. Stand equipment off wall surfaces a minimum of one - quarter inch where enclosures are mounted on walls in wet areas (outdoors, below grades, etc.) with neoprene, fiberglass or plastic shim washers. 3. Clamp to steel structure. Do not weld to the steel structure without written approval of the structural engineer. Welding to steel structure may be used only for threaded studs, not for conduits, pipe straps, or any other items. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16050 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 4. Select fasteners so the load applied to any fastener does not exceed 25 percent of the proof -test load. F. Give right of way to raceways and piping systems installed at a required slope. G. Sleeves: Install for cable and raceway penetrations of concrete slabs and walls, except where core - drilled holes are used. Install for cable and raceway penetrations of masonry and fire -rated gypsum wails and of all other fire -rated floor and wall assemblies. Install sleeves during erection of walls and pouring of slabs and walls. • H. Make all penetrations of electrical work through walls and roofs water and weather - tight. i. Install concrete pads and bases according to requirements of Division 3 Section "Cast -in -Place Concrete." J. Firestopping: Apply to cable and raceway penetrations of fire -rated floor and wall assemblies. Perform firestopping as Clued in Division 7 Section "Firestopping" to reestablish the original Mai pp g specified �N y g"' fire- resistance rating of the assembly at the penetration. 3.02 ELECTRICAL SUPPORTING METHODS A. Wet or Damp Locations and Outdoors: Hot -dip galvanized materials, or stainless steel materials, and system components. B. Dry Locations: Steel materials anodized or electro plated C. Raceway Supports: Comply with NFPA 70 and the following requirements: 1. Conform to manufacturer's recommendations for selecting and installing supports. 2. Install individual and multiple raceway hangers and riser clamps to support raceways. Provide U bolts, clamps, attachments, and other hardware necessary for hanger assembly and for securing hanger rods and conduits. 3. Support parallel runs of horizontal raceways together on trapeze- or bracket -type hangers. 4. Spare Capacity: Size supports for multiple conduits so capacity can be increased by a 25 percent minimum in the future. 5. Support individual horizontal raceways with separate, malleable iron pipe hangers or clamps. 6. In vertical runs, arrange support so the Toad produced by the weight of the raceway and the enclosed conductors is carried entirely by the conduit supports, with no weight Toad on raceway terminals. 7. Use double nuts or jam nuts with regular nuts on threaded rods and bolts. 8. Trim rod ends to within 1 /4 inch after installation of last nut, clamp or similar hardware; smooth cut ends or install cap nut. D. Provide all necessary anchoring devices and supports: 1. Use supports as detailed on the Drawings and as specified: a. Where not detailed on the Drawings or specified, use supports and anchoring devices rated for the equipment load and as recommended by the manufacturer. 2. Base rating and size of supports and anchoring devices on dimensions and weights verified from approved equipment submittals. 3. Do not nut, nr weld to, building strlictliral members. 4. Do not mount safety switches and external equipment to other equipment enclosures, unless enclosure mounting surface is properly braced to accept mounting of external equipment. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16050 -6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON E. Provide concrete foundations or pads required for electrical equipment: 1. Floor- mounted equipment shall be mounted on a 4 IN high concrete housekeeping pad. Pad shall be poured on top of the finished floor or slab. F. Install hangers, inserts, supports, and anchors prior to installation of fireproofing. G. Miscellaneous Supports: Install metal structure fabricated of structural shapes such as C- channel or tubing for mounting cabinets, panelboards, disconnects, control enclosures, pull boxes, junction boxes, transformers, and other devices except where components are mounted directly to structural features of adequate strength. H. Support raceway, equipment, and devices from framing members or structure with sufficient clearance for maintaining and servicing. Provide backing plates, and /or framing material to support equipment, devices and materials which are located between the framing members which are part of the building or facility structure. Cable supports - provide cable ties and straps for clamping, tying, securing and banding wires and cables in all junction boxes, panelboards and terminal cabinets. Support each circuit independently; group phases of three phase circuits. 3.03 IDENTIFICATION A. Install labels where indicated and at locations for best convenience of viewing without interference with operation and maintenance of equipment. B. Coordinate names, abbreviations, colors, and other designations used for electrical identification with corresponding designations indicated on the Contract Documents or required by codes and standards. Use consistent designations throughout the Project. C. Self- Adhesive Identification Products: Clean surfaces of dust, loose material, and oily films before applying. D. Tag or label power circuits for future connection and circuits in raceways and enclosures with other circuits. Identify source and circuit numbers in each cabinet, pull box, junction box, and outlet box. Color coding may be used for voltage and phase indication. E. Identify Paths of Underground Electrical Lines: During trench backfilling, for exterior underground power, control, signal, and communication lines, install continuous underground plastic line marker located directly above power and communication lines. Where multiple lines installed in a common trench or concrete envelope do not exceed an overall width of 16 inches, use a single line marker. F. Provide engraved phenolic name plates (white with black background) on equipment enclosures giving the name and circuit identification of the enclosed device /equipment in one - quarter inch letters. G. For panelboards, provide framed, typed circuit schedules with explicit description and identification of items controlled by each individual breaker. H. Provide electrical danger, caution, warning or safety instruction signs in accordance with Section 10400. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16050 -7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.04 CUTTING AND PATCHING A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces necessary for electrical installations. Perform cutting by skilled mechanics of the trades involved. Verify that cutting or drilling of structures will not interfere with existing electrical circuits, process piping, or similar items which may be concealed in the structure by using x -ray, or other methods. B. Repair disturbed surfaces to match adjacent Undisturbed Surf aces. 3.05 CLEANING AND TOUCHUP PAINTING A. Clean dirt and debris from all surfaces. Thoroughly vacuum the interior of enclosures to remove dirt and debris. B. Replace nameplates damaged during installation. C. Apply touch -up paint as required to repair scratches, etc. Field paint in accordance with Section 09900. Thoroughly clean damaged areas and provide primer, intermediate, and finish coats to suit the degree of damage at each location. Follow paint manufacturer's written instructions for surface preparation and for timing and application of successive coats. 3.06 TESTING A. Testing shall be performed by a person currently certified by the InterNational Electrical Testing Association. B. Additional testing requirements specific to other sections are specified in those sections. C. Test electrical equipment after installation but before it is energized and placed in service. Report all test results in writing. Where tests disclose a defect in the work, rework or repair work at no additional expense to the Owner and retest to confirm the rework or repair until retesting confirms that the defect has been corrected. Test in accordance with the manufacturer's installation and testing instructions and the applicable electrical standards (i.e., NEMA, IEEE, ISA, ANSI, or other) for the class of equipment. 1. Test the equipment and electrical circuits for proper connection, continuity, and absence of undesirable shorts and grounds. Test wire and cable installation, when complete and seventy-two hours prior to energization of the system. Check for continuity, visual damage, marking, and proper phase sequence before performing insulation testing. 2. Megger equipment bus work, switches, breakers and circuits phase -to -phase and phase - to- ground disconnecting and reconnecting equipment which cannot be meggered as required. The minimum acceptable steady -state value is 50 megohms. Record ambient temperature and humidity during testing. 3. Test operation, calibration, and settings of the meters, relays and indicating devices. 4. Test all operating controls for proper operation. 5. Test auxiliary equipment, i.e., heaters, thermostats, lights, and illuminated indicating devices and lamps, and audible alarm devices which are an integral part of equipment to verify that they function properly. 6. Adjust installed equipment for proper operation of all electrical and mechanical components. 7. Take load readings on each panelboard after loads are connected. Record these measurements to give the maximum reading for each phase and neutral obtained with lighting, appliances, motors, and other loads, connected to the panels in service. HLA Project No. 02032A CITY OF YAKIMA BASIC ELECTRICAL MATERIALS AND METHODS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16050 -8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 8. Check fuses with an ohmmeter; Ring out wiring and busing; Check operation of control and safety interlocks; Check grounding of potential transformers, current transformers, lightning and surge arresters; Check control connections at terminal blocks, relays, meters, switches, etc. 9. After installation, all equipment shall be tested as recommended by the manufacturer. D. Rework or repair equipment which performs unsatisfactorily during or as a result of testing at no additional expense to the Owner. Replace equipment and systems found inoperative or defective and retest: 1. If equipment or system fails retest, replace it with products which conform with Contract Documents. 2. Continue remedial measures and retests until satisfactory results are obtained. 3. Remedial measures and retests will be done at no cost to the Owner. E. Demonstrate to the Owner that the electrical installation is working by operating all electrical systems and equipment. Simulate control and emergency conditions, artificially where necessary, for complete system tests. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA GROUNDING KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16060 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL • 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes grounding of electrical systems and equipment and basic requirements for grounding for protection of life, equipment, circuits, and systems. Grounding requirements specified in this Section may be supplemented in other Sections of these Specifications. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 1 6120 "Conductors and rahlec" fnr requirements fnr grounding conductors. 1.03 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. 1. Field tests and observation reports certified by the testing organization and indicating and interpreting the test reports for compliance with performance requirements. 1.04 QUALITY ASSURANCE A. Testing Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7, or a full member company of the InterNational Electrical Testing Association (NETA). 1. Testing Agency Field Supervision: Use persons currently certified by NETA, or equal, to supervise on -site testing specified in Part 3. B. Comply with NEC. C. Comply with UL 467. D. Listing and Labeling: Provide products specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in the NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. PART 2 — PRODUCTS 2.01 GROUNDING AND BONDING PRODUCTS A. Governing Requirements: Where types, sizes, ratings, and quantities indicated are in excess of NEC requirements, the more stringent requirements and the greater size, rating, and quantity indications govern. 2.02 WIRE AND CABLE GROUNDING CONDUCTORS A. comply with Di 16 Section "Conductors a nd C " C to NFr Tabl R e as otherwise indicated, for conductor properties, including stranding. HLA Project No. 02032A CITY OF YAKIMA GROUNDING KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16060 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Equipment Grounding Conductors: Insulated with green color insulation. C. Grounding - Electrode Conductors: Stranded cable, bare or varnish coated. • D. Ground Rods: 3 /4 inch diameter, 10 foot long, copper clad steel. 2.03 CONNECTOR PRODUCTS A. Pressure Connectors: High- conductivity- plated units. B. Bolted Clamps: Heavy -duty type. C. Exothermic - Welded Connections: Provided in kit form and selected per manufacturer's written instructions for specific types, sizes, and combinations of conductors and connected items. Burndy, Thermoweld, or Cadweld. PART 3 — EXECUTION 3.01 APPLICATION A. Equipment Grounding Conductors: Comply with NEC Article 250 for types, sizes, and quantities of equipment grounding conductors, except where specific types, larger sizes, or more conductors than required by NEC are indicated. 1. Install insulated equipment grounding conductor with circuit conductors for the items below. a. Service and Feeders. 1) Bond the conductor full size to the equipment to which the circuit connects and to the raceway if it is metallic. b. Single -phase motor or appliance branch circuits. c. Three -phase motor or appliance branch circuits. d. Flexible raceway runs. 2. Nonmetallic Raceways: Install an equipment grounding conductor in nonmetallic raceways unless they are designated for telephone or data cables. Bond the conductor at each end to grounded metallic raceway or equipment. B. Separately Derived Systems: Where NEC requires grounding, ground according to NEC Paragraph 250 -30. 3.02 INSTALLATION A. General: Ground electrical systems and equipment according to NEC requirements, except where Drawings or Specifications exceed NEC requirements. B. Ground the secondary electrical system to the building structure, metallic piping system and supplemental grounding electrodes. Coordinate grounding connections made to the water system with the mechanical work and install bonding jumpers wherever deemed necessary. 3.03 CONNECTIONS A. General: Make connections so possibility of galvanic action or electrolysis is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible. HLA Project No. 02032A CITY OF YAKIMA GROUNDING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16060 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. Use electroplated or hot - tin - coated materials to assure high conductivity and to make contact points closer in order of galvanic series. 2. Make connections with clean, bare metal at points of contact. 3. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces. B. Use Exothermic - Welded Connections for connections to structural steel, concrete encased Connections, and for underground Connection, except those at test wells. Acceptable manufacturers are Burndy, Thermoweld, or Cadweld. Comply with manufacturer's written instructions. Clean all varnish, oxide, scale, concrete, etc. from conductors before firing joints. Welds that are puffed up or that show convex surfaces indicating improper cleaning are not acceptable. C. Noncontact Metal Raceway Terminations: Where metallic raceways terminate at metal housings without mechanical and electrical connection to housing, terminate each conduit with a metallic, insulating grounding bushing. Connect grounding bushings with a bare grounding conductor to grounding. bus or terminal 11 11 housing. Bond electrically 1101 !WI Iti IUVU.. 04/1 IIdUits at both 011tr®1140 and exits with grounding bushings and bare grounding conductors, except as otherwise indicated. D. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque- tightening values. Where these requirements are not available, use those specified in UL 486A. E. Compression -Type Connections may be used where connections are accessible: Use hydraulic compression tools to provide correct circumferential pressure for compression connectors. Use tools and dies recommended by manufacturer of connectors. Provide embossing die code or other standard method to make a visible indication that a connector has been adequately compressed on grounding conductor. 3.04 FIELD QUALITY CONTROL A. Independent Testing Agency: Engage an independent electrical testing organization to perform tests described below. B. Tests: 1. Subject the completed grounding system to a megger test at each service disconnect enclosure grounding terminal. Measure ground resistance not less than 2 full days after the last trace of precipitation, and without the soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. Perform tests by the 2 -point method according to IEEE 81. 2. Equipment grounding connections shall be checked by the Contractor in the presence of the Engineer with a Biddle ground ohmmeter. C. Maximum grounding resistance values are as follows: 1. Main Service (grounding electrode): 3 ohms. D. Excessive Ground Resistance: Where resistance to ground exceeds specified values, notify Engineer. Check connections of affected equipment and conductors. Replace, repair, or correct defective connections or conductors. Provide additional ground rods where the grounding electrode resistance is greater than specified. Revise and retest until resistance is within specifications. HLA Project No. 02032A CITY OF YAKIMA GROUNDING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16060-4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON E. Report: Prepare test reports, certified by the testing organization, of ground resistance at each test location. Include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA CONDUCTORS AND CABLES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16120 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS • A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. • 1.02 SUMMARY A. This Section includes building wires and cables and associated connectors, splices, and terminations for wiring systems rated 600 V and Tess. 1.03 SUBMITTALS A. Field Test Reports: Indicate and interpret test results for compliance with performance requirements. 1.04 QUALITY ASSURANCE A. Testing Agency: Utilize an independent testing agency meeting OSHA criteria for accreditation of testing laboratories, Title 29, Part 1907; or which is a full- member company of the InterNational Electrical Testing Association. 1. Testing Agency's Field Supervisor: Person currently certified by NETA, or equal, to supervise on -site testing specified in Part 3. B. Listing and Labeling: Provide wires and cables specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. C. Comply with NEC. PART 2 — PRODUCTS 2.01 BUILDING WIRES AND CABLES A. UL- listed building wires and cables with conductor material, insulation type, cable construction, and rating as specified in Part 3 "Wire and Insulation Applications" Article. B. Thermoplastic Insulation Material: Comply with NEMA WC 5. C. Cross - Linked Polyethylene Insulation Material: Comply with NEMA WC 7. D. Ethylene Propylene Rubber Insulation Material: Comply with NEMA WC 8. E. Conductor Material: Copper. vuanui1 1. Class B for power applications. 2. Class C for control applications. HA Project No. 02032A CITY OF YAKIMA CONDUCTORS AND CABLES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16120 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON G. Size and Type: 1. Solid or stranded conductor for No. 10 AWG and smaller gauge power circuits; 2. Stranded conductor for larger gauge than No. 10 AWG power circuits. 3. Stranded conductors for control circuits. 4. Grounding conductors: solid conductor in sizes No. 6 AWG and smaller gauge; stranded in No. 4 AWG and larger gauge. H. Cords: Type SO, size #14 or larger. 2.02 SPECIALTY WIRE A. Specialty wire: As specified in the section describing the system it serves. 2.03 CONNECTORS AND SPLICES A. Provide UL- listed, factory- fabricated wiring connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. B. Conductor Taps: 1. Solid Conductors size 18 through 10 AWG: Twist on insulated spring connectors. 2. Stranded Conductors size 18 through 6 AWG: insulated, solid barrel, crimp type plated copper alloy connectors. 3. Conductors size 4 AWG and larger: plated copper alloy compression splicing sleeves installed by high pressure compression tools and insulated with heat shrink Raychem sleeves. 4. Outdoors or wet areas: wire splice kits, epoxy resin, hardener, and mold. 3M Scotchcast or equal. C. Terminations: suitable for 75 degree Celsius rated copper conductor. 1. Service and feeder circuits: compression indent barrel connectors with one or two hole spade lug ends. 2. Conductor size 18 through 10 AWG: insulated, solid copper barrel, crimp type, plated copper alloy spade tongue terminal, made for the wire size and terminal on which they are • installed and crimped with an approved plier or tool for the connector. 3. Conductor size 8 AWG and larger: compression, indent, solid copper barrel, one or two hole Tugs. D. Motor connections: insulated, solid barrel, crimp type, ring tongue plated copper alloy. 2.04 INSULATING MATERIALS A. Fillers: Scotchfill, or equal. B. Tape: 7 mil vinyl plastic tape, Scotch 33 +, or equal. PART 3 — EXECUTION 3.01 EXAMINATION A. Examine raceways and building finishes to receive wires and cables for compliance with requirements for installation tolerances and other conditions affecting performance of wires and cables. Do not proceed with installation until unsatisfactory conditions have been corrected. HLA Project No. 02032A CITY OF YAKIMA CONDUCTORS AND CABLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16120-3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.02 WIRE AND INSULATION APPLICATIONS A. Feeders: Type USE /RHW /RHH, in raceway. B. Branch circuits: Type USE /RHW /RHH, in raceway. Type THHN/THWN may be used for 120 volt lighting and receptacle branch circuits in sizes #12 AWG and #10 AWG. C. Grounding Conductors (other than equipment grounding conductors): bare copper with varnish coat. D. Equipment Grounding Conductors: Same type insulation and conductor as the circuit conductors supplying the equipment to be grounded. E. Class 1 and 2 Control Circuits: Type MTW/THWN, size #14 AWG or larger, in raceway. F. Instrumentation Circuuits: Shielded nr unshielded instrument Viable, as indicated on the Contract Documents. 3.03 INSTALLATION A. Install wires and cables in raceway system, according to manufacturer's written instructions and NECA's "Standard of Installation ", after raceway system is complete, and following "Examination" article of this section. B. Provide individual neutral conductors for each circuit. Common neutral conductors for multi branch circuits are not permitted unless specifically shown on the drawings. C. Install service, feeder, and motor circuits continuously without splices from equipment terminal to equipment terminal or motor lead. 120 and 277 volt single phase branch circuits may be spliced at taps. Do not splice circuits at other locations without written permission from the Engineer. D. Install instrumentation and control circuits continuously except for termination on terminal strips in control panels or terminal cabinets. E. Color code conductors as follows: 1. Grounding conductors: Green. 2. 480/277 volt, three phase systems: a. Phase A - brown b. Phase B - orange c. Phase C - yellow d. Neutral - gray 3. 208Y/120, three phase systems: a. Phase A - black b. Phase B - reri c. Phase C - blue d. Neutral - white 4. Use wire with insulation of required color for conductors of #8 AWG and smaller. For wire larger than No.8 AWG which is not available in specified colors, use self- adhesive, wrap- around cloth type markers of solid colors to code the conductors. When conductors are marked in this manner, mark each conductor at all accessible locations such as panelboards, junction boxes, pullboxes, auxiliary gutters, outlets, switches, and control centers. HLA Project No. 02032A CITY OF YAKIMA CONDUCTORS AND CABLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16120 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 5. Do not use white or green color for any power, lighting, or control conductor not intended for neutral or grounding purposes. • a. low voltage control circuits, or 18 AWG or smaller control conductors, may use green or white singly or as part of a trace color in addition to the base color. 6. Use control wiring of colors different than power wiring or supplied with a trace of color in addition to the basic color of the insulation. Use the same color scheme throughout a given system for any control or signal wires performing the same function. 7. Connect circuit conductors of the same color to the same phase throughout the installation. Viewing all equipment from the front, make connections so phase color sequence is in the same order as that for panelboards, switchboards, motor control centers, etc. F. Install wiring to equipment neutral and grounding blocks on the bottom or furthest back row first. Leave unconnected blocks accessible for future neutral or grounding connections. G. Leave six inches or more of free conductor at each connected device or equipment terminal and nine inches of free conductors at each unconnected outlet. Tape free ends of conductors at unconnected outlets and coil neatly in outlet box. H. Install wires neatly in enclosures. Bend or form wires in neat runs from conduits to terminals. Arrange wires so that they may be grouped by conduit or function in the enclosure. Install cable ties and straps to support and bundle wires in enclosures. Arrange wires to allow wire tags and numbers to be easily read without bending or flexing wiring. Install grounding conductors in non - metallic raceways, and in flexible conduit connecting to mechanical equipment. J. Pulling Conductors: 1. Make all cable pulls by hand. Use pulling means, including fish tape, cable, rope, and basket -weave wire /cable grips, or wrapping extra conductor into an eye, that will not damage cables or raceway. 2. Use manufacturer - approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Install pullboxes where necessary to prevent exceeding manufacturer's recommendations. 3. Cut cable or conductor ends off after pulling and clean all lubricant and /or pulling compound from conductors before terminating. K. Identify wires and cables according to Section 16050 "Basic Electrical Materials and Methods." 1. At each connection, except at motors, tag for phase rotation. 2. In each enclosure or box where more than one ungrounded power conductor is spliced or connected, tag for panelboard identification and pole number. 3.04 CONNECTIONS A. Use the proper high pressure compression tool for terminating indent type compression connectors or terminations on conductors of size #8 AWG or larger gauge. Use an approved pliers or tool for crimping connectors for conductors of size #10 AWG or smaller gauge. B. Make splices or bolted connections with filler, and tape that possess equivalent or better mechanical strength and insulation ratings than conductors being spliced. Insulate to same thickness as connectors being spliced or connected. C. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of slack. HLA Project No. 02032A CITY OF YAKIMA CONDUCTORS AND CABLES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16120 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Connect outlets and components to wiring and to ground as indicated and instructed by manufacturer, and in compliance with other Sections of Division 16. E. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. F. Make connections so phase color sequence at equipment, when viewed from the front, is in the same order as that for panelboards, switchboards, or other distribution equipment. 3.05 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing agency to perform field quality- control testing. R T i of wires and cables before electrical circuitry has been energized 1. Procedures: Perform each visual and mechanical inspection and electrical test stated in NETA ATS, Section 7.3.1. Certify compliance with test parameters. 2. Remove and replace conductors with visible damage on conductor insulation ends due to installation in an incomplete or damaged conduit system such as, but not limited to, missing bushings or burrs on conduit ends. C. Correct malfunctioning conductors, cables, and connections at Project site, where possible, and retest to demonstrate compliance; otherwise, remove and replace with new materials and retest. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16130 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS 1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1. Raceways include the following: a. RMC. b. PVC externally coated, rigid steel conduits. c. EMT. d. FMC. e. LFMC. f. RNC. 2. Boxes, enclosures, and cabinets include the following: a. Device boxes. b. Outlet boxes. c. Pull and junction boxes. d. Cabinets and hinged -cover enclosures. B. Related Sections include the following: 1. Section 16050 "Basic Electrical Materials and Methods" for raceway and box supports. 2. Section 16140 "Wiring Devices" for devices installed in boxes. 3. Section 16120 "Conductors and Cables" for conductors installed in raceways and boxes. 1.03 DEFINITIONS A. EMT: Electrical metallic tubing. B. FMC: Flexible metal conduit. C. LFMC: Liquidtight flexible metal conduit. D. RMC: Rigid metal conduit. E. RNC: Rigid nonmetallic conduit. 1.04 SUBMITTALS A. Product Data: For wireways and fittings, hinged -cover enclosures, and cabinets. 1.05 QUALITY ASSURANCE A. Listing and Labeling: Provide raceways and boxes specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. B. Comply with NECA's "Standard of Installation." HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16130 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Comply with NEC. 1.06 COORDINATION A. Coordinate layout and installation of raceways and boxes with other construction elements to ensure adequate headroom, working clearance, and access. PART 2 — PRODUCTS 2.01 METAL CONDUIT AND TUBING A. RMC: • 1. Conduit: blot dipped galvanized steel with threaded ends meeting ANSI C80.1. 2. Couplings: unsplit, NPT threaded steel cylinders with galvanizing equal to the conduit. 3. Nipples: same as conduit, factory made through eight inches, no running threads. B. Plastic- Coated Steel Conduit and Fittings: NEMA RN 1. C. EMT: 1. Conduit: Galvanized steel tubing meeting ANSI C80.3. 2. Couplings: steel, cast iron, or malleable iron compression type employing a split, corrugated ring and tightening nut, with integral bushings and locknuts. No indent or setscrew type. D. FMC: 1. Conduit: flexible, galvanized steel convolutions forming a continuous raceway. 2. Connectors: galvanized steel, screw in, approved for grounding. E. LFMC: 1. Conduit: flexible, galvanized steel convolutions forming a continuous raceway, covered by a liquid tight PVC layer. Electri -Flex Type LA or American Sealtite, Type UA 2. Connectors: galvanized steel, screw in, grounding type with a ferrule which covers the end of the conduit inside and out. F. Fittings: NEMA FB 1; compatible with conduit/tubing materials. 2.02 NONMETALLIC CONDUIT AND TUBING A. RNC: NEMA TC 2, Schedule 40 or 80 PVC. B. Fittings: NEMA TC 3; match to conduit or conduit/tubing type and material. 2.03 OUTLET AND DEVICE BOXES A. Concealed in dry (not wet) Locations: Stamped steel, deep drawn one piece (without welds or tab connections), galvanized, with knockouts for conduit or connector entrance, meeting NEMA OS 1, and with plaster or extension rings to suit construction and application. B. Outdoors, below grade, wet locations, or exposed in indoor locations: galvanized, cast iron alloy or cast aluminum box, one piece, with threaded holes or hubs, and with neoprene gaskets and galvanized cast iron alloy cover. 1. Surface mount boxes have integral mounting lugs. HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16130 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.04 PULL AND JUNCTION BOXES A. Dry locations: Stamped steel, deep drawn one piece (without welds or tab connections), galvanized, with knockouts for conduit or connector entrance, meeting NEMA OS 1. Boxes 6 "x6 "x4" or larger may be code gauge fabricated steel continuously welded at seams and painted after fabrication. B. Wet locations, outdoors, or below grade : 1. FRP plastic with gasketed screw -down cover. 2. Cast -Metal Boxes meeting NEMA FB 1, with gasketed screw down cover. 3. Boxes 6 "x6 "x4" or larger may be code gauge fabricated steel continuously welded at seams and hot - dipped galvanized after fabrication with floor seams and rubber gasketed covers. C. Underground circuits: In accordance with the Washington State Department of Transportation's Standard Plan No. J -11a, Design B. 2.05 MISCELLANEOUS FITTINGS 1. Conduit bodies shall be cast or malleable iron, hot dipped galvanized. Covers shall be of the same material and finish as the fitting. Appleton, Crouse Hinds, OZ Gedney, or equal. 2. Locknuts and conduit bushings shall be malleable iron. Appleton, Crouse Hinds, OZ Gedney, or equal 3. Conduit sealing bushings shall be OZ Gedney Type CSM series. Cabinet sealing bushing shall be OZ Gedney Type GRK. 4. Conduit sealing fittings, drains and breathers shall be OZ Gedney Type EY and DB, or equal Appleton or Crouse Hinds. 5. Through wall and floor seals shall be OZ Gedney FS and WS series. 6. Cord grip connectors shall be OZ Gedney CGA, or equal Appleton or Crouse Hinds. 7. External Cable Grip: Woven wire mesh type made of high- strength galvanized or stainless steel wire strand and matched to cable diameter and with attachment provision designed for the corresponding connector. 8. Conduit spacers for direct buried or encased in concrete raceways shall be Underground Devices, Inc. "Wunpeece Spacers ". PART 3 — EXECUTION 3.01 EXAMINATION A. Examine surfaces and spaces to receive raceways, boxes, enclosures, and cabinets for compliance with installation tolerances and other conditions affecting performance of raceway installation. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 WIRING METHODS A. Where the manufacturer of equipment provided by the Contractor recommends or requires rigid metal conduit for circuits associated with the equipment, provide rigid metal conduit for the entire circuit, even if other conduit types would otherwise be permitted under these specifications. B. Outdoors: Use the following wiring methods: 1. Exposed: RMC. 2. Underground: RNC or PVC coated rigid steel, except use only PVC coated rigid steel where rigid steel conduit is indicated on the Contract Documents for underground circuits . Where RNC is used, transition to PVC coated rigid steel at stub up locations and at HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON entrances to buildings or other locations where the raceway changes from buried to exposed conditions. 3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor - Driven Equipment): LFMC. C. Indoors: Use the following wiring methods: 1. Exposed raceway runs in areas which are dry, above grade, and not exposed to the prn ' cc: PUT or RMC 2. Exposed in other areas: RMC. 3. Damp or Wet Locations: RMC. 4. Concealed: a. in wood frame walls: EMT or RMC. b. in masonry walls: RNC or RMC. c. in concrete slab floors or ceilings: RMC or RNC. d. in accessible building spaces: EMT or RMC. e. below slab -on -grade floors: PVC coated RMC or RNC. 5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor- Driven Equipment): FMC; except where RMC is used, use LFMC. Do not use flexible conduit in place of elbows, offsets, or fittings to attach to equipment. See below for further requirements for the installation of raceway terminations and connections using flexible connections. D. Comply with additional requirements of Section 16131 for installation of raceways for rnmmi tniratinnc cirri iitc 3.03 INSTALLATION A. Install raceways, boxes, enclosures, and cabinets as indicated, according to manufacturer's written instructions. Provide a raceway for each circuit indicated. Do not gang raceway into wireways, puliboxes, junction boxes, etc., without specific approval. Do not group home runs or circuits without approval of the Engineer. B. Minimum Raceway Size: 3/ inch trade size for underground circuits and communications circuits, '/ inch trade size for other circuits. C. Install rigid metal conduit unless other raceways are shown on the Contract Documents, are required by Code, or are permitted under these specifications. PVC rigid conduit may be used for straight runs embedded in concrete or run underground under concrete slabs, except where rigid steel conduits are indicated for these runs. Provide PVC coated rigid steel elbows for all PVC runs. D. Install conduit as a complete, continuous system without wires, mechanically secure and electrically connected to all metal boxes, fittings and equipment. Blank off all unused openings using factory made knockout seals. E. Install conduit exposed, except in finished areas or unless shown otherwise on the drawings. Do not install raceway below grade /slab unless specifically shown on the Drawings as being installed below grade /slab. F. Install exposed raceways in lines parallel or perpendicular to the building or structural members lines except where the structure is not level. Follow the surface contours as much as practical. Do not install crossovers or offsets that can be avoided by installing the raceway in a different sequence or a uniform line. Provide adequate headroom. 1. Run parallel or banked raceways together, on common supports where practical. HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. Make bends in parallel or banked runs from same centerline to make bends parallel. Use factory elbows only where elbows can be installed parallel; otherwise, provide field bends for parallel raceways. G. Raceway concealed above ceilings, furred spaces, etc., which are normally inaccessible may be run at angles not parallel to the building lines. H. Wherever practical, route conduit with adjacent ductwork or piping and support on common racks. Base required strength of racks, hangers, and anchors on combined weights of conduit and piping. Where several circuits follow a common route, stagger pullboxes or fittings, or if shown grouped in one box, individually fireproof each conduit. J. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot -water pipes or other heat sources operating at temperatures above one - hundred degrees Fahrenheit. Install horizontal raceway runs above water and steam piping. K. Where conduits cross building expansion joints, use suitable sliding or offsetting expansion fittings. Unless specifically approved for bonding, use a suitable bonding jumper. For sizes one inch and smaller, a half -loop of flexible conduit between boxes or fittings may be used. L. Support raceways as specified in Section 16050 "Basic Electrical Materials and Methods." 1. Provide anchors, hangers, supports, clamps, etc. to support the raceways from the structures in or on which they are installed. Do not space supports further apart than ten feet. 2. Provide sufficient clearance to allow conduit to be added to racks, hangers, etc. in the future. 3. Support raceway within three feet of every outlet box, junction box, gutter, panel, fitting, etc. 4. Raceway in "wet" areas shall have clamp backs or other appropriate spacers to hold them a minimum of 1/2 inch off the surface. Horizontal runs on the roof surface shall be blocked at every 5 feet to hold them a minimum of 2 inches above roof surface. M. Install concealed raceway in wall or ceiling construction and /or place below the slab in a shallow trench. N. Embed raceway in masonry in the hollow core. Horizontal runs in the joint are not permitted. O. Underground raceway runs 1. Install direct buried rigid plastic or rigid steel conduit where underground runs are shown. Provide a half lapped wrap of Scotchrap No. 51 plastic tape or a coat of Kopper's Bitumastic No. 505 or factory PVC coating, 20 mils minimum thickness, for rigid steel conduit, underground or encased in concrete. 2. Install conduit run below slab in a trench. Do not run conduit just below the slab or at the edge of the slab. 3. Run as straight as practicable. Make changes in direction and /or grade of sufficient length to allow a gradual change (three foot radius minimum). Make slight offsets with five degree couplings. 4. Provide conduit spacers for underground raceways where more than one conduit is placed in a trench. 5. Run trench true, and clear of stones or soft spots. Place three inches of fine sand in the trench bottom and tamp into place. Provide preformed plastic spacers on top of sand spaced five feet on center. After the raceway is placed in the trench, backfill six inches HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON with sand, then with native earth backfill passing a No. 8 sieve, free of stones. Do not tamp on top of the conduit until the final backfill is placed. Tamp or water settle the final backfill to finish the grade. Compact the backfill as specified under Division 2 "Earthwork ". 6. Mark direct buried conduit by a one inch thick concrete ribbon painted red or yellow or a strip of yellow marking tape placed a minimum of twelve inches below grade during backfilling of the trench. Clean d d d hp dd d conduit two-inch size and above with a ::/ire brush o r / VIGQII underground embedded IYY V °IIIVII V swab, followed by a mandrel not less than twelve inches long and approximately one - quarter inch smaller in diameter than the conduit internal diameter. P. Where raceway exits from grade or concrete, provide the following: 1. For equipment to be moved into place at a later date, install a coupling flush with the floor slab and a threaded flush plug. 2. In "wet" areas, provide rigid steel conduit coated with 20 mils PVC for a minimum of 24 inches before exiting. 3. For runs exiting from grade, slabs or encasement, provide a rigid steel elbow and adapter. In "wet" areas, use elbows 20 mil PVC coated. 4. Do not extend plastic conduit above grade, into buildings, or equipment. Q. Stub -ups: 1. Protect stub -ups from damage where conduits rise through floor slabs. Arrange stubups so that no curved portion of bends are visible above the finished slab, and no portion of • threaded ends are in the concrete slab. R. Bend and offset metal conduit with hickey or power bender, standard elbows, conduit fittings or pull boxes. Bending of PVC shall be by hot box bender and, for PVC two inches in diameter and larger, expanding plugs. Make elbows, offsets and bends, uniform and symmetrical. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and straight legs of offsets parallel, unless otherwise indicated. S. Support conduit connections to motors or other equipment independently of the motor or equipment. Rise or drop vertically to the nearest practicable point of connection to the unit. Run vertical drops to the floor and fasten with a floor flange. Unsupported drops are not permitted. Horizontal runs on the floor or on equipment are not permitted. Drop or rise at the appropriate closest location. Run conduit on equipment frames or supports to closely follow the contours of the equipment. Locate conduit to maintain access to all equipment services and adjustment points and so as not to interfere with operation of the equipment. T. Connect conduit to hubless enclosures, cabinets and boxes with double Iocknuts and with insulating type bushings. Use grounding type bushings where connecting to concentric or eccentric knockouts. Connect to enclosures, boxes and devices from below in wet areas. Make conduit connections to enclosures at the nearest practicable point of entry to the enclosure area where the devices are located to which the circuits contained in the conduit will connect. U. Penetrations for raceways: 1. Do not bore holes in floor and ceiling joists outside center third of member depth or within two feet of bearing points. Holes shall be one inch diameter maximum. 2. Penetrate through building wall or surfaces with a PVC or sheet metal sleeve with at least 1/4 greater interior diameter (ID) than conduit exterior diameter (OD), set flush with walls, pack with fiberglass and seal with silicone sealant and cover with escutcheon plate. 3. Penetrate through poured -in -place walls and free slabs, with a cast iron or, (above -grade only) Schedule 40 black pipe sleeve with retaining ring or washer. Set sleeves flush with forms or edges of slab. Pack around conduit with fiberglass and seal with silicone HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -7 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON sealant. For penetrations below exterior grade, provide a floor or wall sealing fitting on the interior of the building wall.. 4. Penetrate through roofs with core drill hole 1/2 inch to 1 inch larger than conduit, flash with neoprene, caulk conduit in place and seal with silicone sealant under flashing. Sleeve roof opening where non - concrete roof construction occurs. V. Raceway terminations and connections: 1. Join raceways with fittings designed and approved for the purpose and make joints tight. 2. Make threaded connections waterproof and rustproof by application of a watertight, conductive thread compound. Clean threads of cutting oil before applying thread compound. 3. PVC Externally Coated, Rigid Steel Conduits: Use only fittings approved for use with that material. Patch all nicks and scrapes in PVC coating after installing conduits. 4. Apply PVC adhesive by brush. 5. Make raceway terminations tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jumpers where joints cannot be made tight. 6. Cut ends of conduit square with hand or power saw or pipe cutter. Ream cut ends to remove burrs and sharp ends. Make conduit threads which are cut in the field to have same effective length and same thread dimensions and taper as specified for factory-cut threads. 7. Flexible Connections: Use maximum of 18 inches of flexible conduit for equipment subject to vibration, noise transmission, or movement; and for all motors. Install flexible conduit in a straight length. Do not use flexible conduit in place of elbows, offsets, or fittings to attach to fixed equipment. With the Engineer's approval, longer lengths of flexible conduit may be used for connection to items of equipment which require longer lengths for installation and removal of the equipment for maintenance or replacement purposes. Recessed and semi - recessed lighting fixtures may use up to 6 feet of flexible conduit, or 11 feet of pre- manufactured lighting "whips ". Use liquid -tight flexible metal conduit in wet or damp locations. Do not strap flexible conduit to structures or other equipment. 8. Provide double locknuts and insulating bushings at conduit connections to boxes and cabinets. Align raceways to enter squarely and install locknuts with dished part against the box. Use grounding type bushings where connecting to concentric or eccentric knockouts. In "wet" areas, use locknuts of the sealing type or use Myers hubs. 9. Connect conduits to enclosures at the location of the gutter or device to which the contained conductors will be routed. Route or stub conduits to motors and /or mechanical equipment directly to the connection and locate as close as possible to equipment terminals. 10. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly into the hub so the end bears against the wire protection shoulder. Where chase nipples are used, align raceways so the coupling is square to the box and tighten the chase nipple so no threads are exposed. 11. Place conduits at panelboards in the rear line of knockouts where possible. Install spare conduits from flush- mounted panels up to accessible spaces. Install a minimum of one spare three - quarter inch conduit for every three single -pole spare breakers or spaces, or fraction thereof (three conduits minimum). W. Keep conduits clean and dry and close each end left exposed. When blowing through conduits, cover electrical components installed in enclosures to avoid blowing dirt or water into equipment. Use temporary closures to prevent foreign matter from entering raceways. X. Install pull wires in empty raceways. Use No. 14 AWG zinc - coated steel or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 8 inches of slack at each end of the pull wire. HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -8 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON • Y. Install raceway sealing fittings according to manufacturer's written instructions. Locate fittings at suitable, approved, and accessible locations and fill them with UL- listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the following points: 1. Where conduits pass from warm to cold locations, such as the boundaries of air conditioned or refrigerated spaces and where conduits enter or exit b from outdoor areas, including underground ducts or conduit runs. 77 2. Where otherwise required by NFPA 70. Z. Surface Raceways: Install a separate, green, ground conductor in raceways from junction box supplying the raceways to receptacle or fixture ground terminals. 1. Select each surface raceway outlet box, to which a lighting fixture is attached, of sufficient diameter to provide a seat for the fixture canopy. 2. Provide surface metal raceway outlet box, and the backplate and canopy, at the feed -in location of each fluorescent li fi having end -stem ciiicpencinn. AA. Device and Outlet Boxes 1. Coordinate box locations with building surfaces and finishes to avoid bridging wainscots, joints, finish changes, etc. 2. Recess boxes in the wall, floor, and ceiling surfaces in finished areas. Set boxes plumb, level, square and flush with finished building surfaces within one - sixteenth inch for each condition. Set boxes so that box openings in building surfaces are within one - eighth inch of edge of material cut -out and fill tight to box with building materials. Back boxes with structural material to prevent rotation on studs or joists. Use gang boxes wherever more than one device is used at one location. 3. Attach boxes to building structure with a minimum of two fasteners. Provide attachments to withstand a force of one - hundred pounds applied vertically or horizontally. 4. Set recessed boxes at the following heights to the bottom of the box, except where noted otherwise: a. convenience outlet receptacles in finished areas at sixteen inches; b. lighting switches, dimmers, etc. at forty -four inches above floor. c. Place boxes for outlets on cabinets, countertops, shelves, and similar electrical boxes located above countertops two inches above the finished surface or two inches above the back splash. Verify size, style, and location with the supplier or installer of these items before installation. 5. Set exposed device boxes four feet above the finished floor to top of the box. 6. Set boxes for lighting switches within one foot of the door opening on the strike or lock side of the door or on the side closing last. 7. Arrange boxes used in wet areas to drain moisture away from devices or enclosures for equipment and make conduit connections from below. 8. Set floor boxes level and adjust to finished floor surface. BB. Install pullboxes for underground raceway systems true to line and grade. Provide a compacted foundation of fine sand or three - eighths minus crushed rock for the bearing surface edges of the pullboxes. CC. Install hinged -cover enclosures and cabinets plumb. Support at each corner. 3.04 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure coatings, finishes, and cabinets are without damage or deterioration at the time of Substantial Completion. HLA Project No. 02032A CITY OF YAKIMA RACEWAYS AND BOXES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16130 -9 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. Repair damage to galvanized finishes with zinc -rich paint recommended by manufacturer. 2. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. 3.05 CLEANING A. On completion of installation, including outlet fittings and devices, inspect exposed finish. Remove burrs, dirt, and construction debris and repair damaged finish, including chips, scratches, and abrasions. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA WIRING DEVICES KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 15140 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes various types of receptacles, connectors, switches, and finish plates. 1.03 SUBMITTALS A. No submittals are required. 1.04 QUALITY ASSURANCE A. Comply with NEC for devices and installation. B. Listing and Labeling: Provide products that are listed and labeled for their applications and installation conditions and for the environments in which installed. 1. The Terms "Listed" and °'Labeled ° °: As defined in the National Electrical Code, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. PART 2 — MATERIALS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include the following: 1. Wiring Devices: a. Cooper Wiring Devices. b. Bryant Electric, Inc. c. Hubbell Inc. d. Killark Electrical Mfg. Co. e. Leviton Mfg. Co., Inc. f. Pass & Seymour /Legrand. g. Crouse -Hinds h. Paragon Mulberry j. Square -D 2.02 WIRING DEVICES A. Comply with NEMA Standard WD 1, "General Purpose Wiring Devices." B. Enclosures: NEMA 1 equivalent, except as otherwise indicated. C. Color: Ivory except as otherwise indicated or required by Code. HLA Project No. 02032A CITY OF YAKIMA WIRING DEVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16140 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON D. Receptacles, Straight -Blade and Locking Type: Except as otherwise indicated, comply with Federal Specification W -C -596 and heavy -duty grade of UL Standard 498, "Electrical Attachment Plugs and Receptacles." Provide NRTL labeling of devices to verify compliance. 1. General purpose Convenience Outlets a. Duplex receptacle configuration b. Nylon face c. Staked screw terminals for line, neutral, and ground connections. d. Provisions for split bus e. NEMA 5-15R or 5-20R 2. Special Purpose Receptacles a. Staked screw terminals for line, neutral, and ground connections. b. NEMA configuration as indicated. E. Receptacles, Straight — Blade, Special Features: Comply with the basic requirements specified above for straight -blade receptacles of the class and type indicated, and with the following additional requirements: 1. Ground -Fault Circuit Interrupter (GFCI) Receptacles: UL Standard 943, "Ground Fault Circuit Interrupters," with integral NEMA 5 -20R duplex receptacle arranged to protect only the connected receptacle and no other receptacles connected on the same circuit. F. Receptacles, Industrial Heavy -Duty: Conform to NEMA Standard PK 4 "Plugs, Receptacles, and Cable Connectors of the Pin and Sleeve Type for Industrial Use." G. Cord and Plug Sets: Match voltage and current ratings and number of conductors to requirements of the equipment being connected. 1. Cord: Rubber - insulated, stranded copper conductors, with type SOW -A jacket. Grounding conductor has green insulation. Ampacity is equipment rating plus 30 percent minimum. 2. Plug: Male configuration with nylon body and integral cable - clamping jaws. Match to cord and to receptacle type intended for connection. H. Snap Switches: Quiet —type a.c. switches, NRTL listed and labeled as complying with UL Standard 20 "General Use Snap Switches," and with Federal Specification W —S -896. 1. Lighting Switches: 120/277V ac only, rated 20 amperes. 2. Motor rated switches: horsepower rated for application indicated. Photocells: Three wire devices with adjustable aperture or lighting level operation. They shall be designed for conduit box mounting. They shall be rated 120 volt, 20 amps. Tork, Crouse - Hinds, or equal. J. Occupancy Sensor: Occupancy sensors shall be ceiling mounted, dual technology (passive infrared and ultrasonic) temperature controlled detectors. They shall have automatic sensitivity gain, and LED sensing indicators. The sensor shall have an adjustable timing delay of 8-40 minutes, with a shunt provision to enable bypass of the sensor in the event of failure. Provide control unit with sensor. Sensor shall be Hubbell ATD series or equal. K. Lighting Contactors: electrically operated and mechanically held with 120 volt coils. Contacts shall be silver- cadmium oxide double break type rated 20 amperes, and shall be field convertible to either normally open or normally closed. Square -D Type LX, or equal. Lighting Contactors shall be mounted in Lighting Control Panels. These panels shall meet the requirements of Section 16940 "Control Panels" with respect to construction and pilot devices contained therein. L. Wall Plates: Single and combination types that mate and match with corresponding wiring devices. Features include the following: HLA Project No. 02032A CITY OF YAKIMA WIRING DEVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16140 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. For areas with concealed electrical construction: Stainless Steel. 2. For areas with exposed electrical construction: Galvanized steel. M. Device Box Covers: Cast aluminum or cast iron to match box to which installed. PART 3 ® EXECUTION 3.01 INSTALLATION A. Arrangement of Devices: Except as otherwise indicated, mount flush, with long dimension vertical, and grounding terminal of receptacles on bottom. Group adjacent switches under single, multigang wall plates. 1. See "Raceways and Boxes" Section for mounting height of devices. 2. Verify locations of outlets and switches in cabinetry with cabinet supplier and Architect prior to installation. IJ. Install devices and assemblies plumb, level, flush and secure. Provide J.i.rs on device screws to flush yokes or flanges to surface of wall within 1/16 inch where boxes are not flush with the wall surface. Install wiring devices such as receptacles to withstand 50 pounds force applied perpendicular to the device face with a maximum deflection of 1/16 inch. C. Install switches with the "Off' position down. Install three and four way switches so the load is "off' when all switch handles are down. D. Connect phase, neutral, and grounding wires to devices with full loops around screws installed to tighten with tightening of the screw. Trim insulation to within one - eighth inch of screw terminal. E. Flush mounted devices and wall plates: 1. Provide spacers to flush yokes or flanges to surface of wall within 1/16 inch where boxes are not flush with the wall surface. 2. Protect devices and assemblies during painting. 3. Install wall plates after painting is complete. Install with an alignment tolerance of 1/16 inch to plumb. Install at flush mounted devices so that all four edges are in continuous contact with finished wall surface without the use of mats or similar devices. Do not use plaster fillings. F. Use corrosion resistant devices outdoors. 3.02 GROUNDING A. Connect receptacle or switch ground lug to device box for devices other than isolated ground type. 3.03 FIELD QUALITY CONTROL A. Testing: 1. Test wiring devices for proper connections, polarity and ground continuity. Perform this testing with testing equipment designed for testing polarity and connections. 2. Operate each operable device at least 6 times. 3. Test ground -fault circuit interrupter operation with local fault simulations, using a tester .L c. e.:.......d ic.. IU c. c J1 Ul ..c. L....... ..Lc...4....C... I cJ c.l:...... T....L :..c.... :LL. UCJ1y1 IcU IUI Jl11..1 L tII 19, aI IU accUI Uiny 1.0 11l llU1al..LU1 CI Iel.o111111e11UQLIU11J. 1 CJLII 19 VVILI I integral test switches on the receptacle is not sufficient for this testing. B. Replace damaged or defective components, and retest. HLA Project No. 02032A CITY OF YAKIMA WIRING DEVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16140 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3.04 CLEANING A. General: Internally clean devices, device outlet boxes, and enclosures. Replace stained or improperly painted wall plates or devices. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA ELECTRICAL UTILITY SERVICES KIWANIS PARK IMPROVEMENT PROJECT ® PHASE 1 Section 162101 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary • Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: The electrical service and connection to the commercial electrical power Utility system (Power Company) and the work required in conjunction with the electrical Utility for their revenue metering. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 16120 "Conductors and Cables" for service entrance conductors not provided by the utility. 2. Section 16130 "Raceway and Boxes" for raceways used for utility conductors and service entrance conductors. 3. Section 16060 "Grounding" for grounding of electrical services. 4. Section 16410 "Enclosed Switches and Circuit Breakers" for equipment used as Service Entrance Equipment. 5. Section 16440 "Panelboards" for equipment used as Service Entrance Equipment. PART 2 — PRODUCTS 2.01 MATERIALS A. Primary Circuit: Conductors provided by Electrical Utility. Conduit provided by the Contractor. Trenching and backfill by Contractor to Electrical Utility standards. B. Power transformer: provided by Electrical Utility. C. Current and Potential transformers for revenue metering: provided by Electrical Utility. D. Revenue Meters: provided by Electrical Utility. E. Meter Sockets and Enclosures: 1. Provide equipment as required by the Electrical Utility for their revenue metering. 2. Provide accessory equipment and wiring as required by the Electrical Utility. PART 3 — EXECUTION 3.01 APPLICATION A. Coordinate with the Electrical Utility to ensure that their metering and service requirements are met. 1. The Contractor is responsible for any work necessary to place the service in operation as a complete installation. Provide any materials required and do any work necessary that is not provided or completed by the Electrical Utility. 2. Service charges or construction fees required for the electrical services to the project will be paid directly by the Owner. HLA Project No. 02032A CITY OF YAKIMA ELECTRICAL UTILITY SERVICES KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16210 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3. Provide excavation and backfill for the Electrical Utility's circuits. Locate the trench for such circuits as directed by the utility. 4. Provide excavation, vaults, and equipment pads to utility requirements for transformer, sectionalizer, or similar Electrical Utility equipment. 3.02 INSTALLATION A. The Electrical Utility will: 1. Install the primary conductors and primary distribution and switching equipment 2. Install the power transformers. 3. Install the revenue meters 4. Connect the secondary circuit conductors to the Electrical Utility's transformer. B. The Contractor is responsible to install the following: 1. Conduit for the primary conductors. 2. Current transformers and potential transformers furnished by the Electrical Utility. 3. Secondary circuit. 4. Meter sockets and enclosures, including current transformer or other enclosures associated with utility revenue metering equipment. 5. Underground vaults and /or equipment pads for utility transformers. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA ENCLOSED SWITCHES AND CIRCUIT BREAKERS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16410®1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes switches and circuit breakers, whether individually mounted or group mounted in panelboards, and similar equipment. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 16 Section "Wiring Devices" for attachment plugs and receptacles, and snap switches used for disconnect switches. 1.03 SUBMITTALS A. Manufacturer's Product Data for disconnect switches, circuit breakers, and accessories specified in this Section. B. Maintenance data for tripping devices to include in the operation and maintenance manual specified in Division 16010. 1.04 QUALITY ASSURANCE A. Testing Agency: Utilize an independent testing agency meeting OSHA criteria for accreditation of testing laboratories, Title 29, Part 1907; or which is a full- member company of the InterNational Electrical Testing Association (NETA). B. Source Limitations: Obtain disconnect switches and circuit breakers from one source and by a single manufacturer. C. Comply with NEC for components and installation. D. Listing and Labeling: Provide disconnect switches and circuit breakers specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in the NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Disconnect Switches and Circuit Breakers: 1. Eaton Corp.; Cutler- Hammer/Westinghouse Products. 2. General Electric Co.; Electrical Distribution and Control Division. 3. Siemens Energy & Automation, Inc. 4. Square D Co. HLA Project No. 02032A CITY OF YAKIMA ENCLOSED SWITCHES AND CIRCUIT BREAKERS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16410 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.02 SWITCHES A. Enclosed, Fusible Switch, 600 A and Smaller: NEMA KS 1, Type HD, Class R rejection fuse clips, enclosure consistent with environment where located, handle lockable with 2 padlocks, and interlocked with cover in CLOSED position. Switch horsepower rated where used in motor circuits. B. Enclosure: NEMA KS 1, with enclosure types as described in Section 16050, unless indicated otherwise in the Contract Documents. 2.03 ENCLOSED CIRCUIT BREAKERS A. Molded -Case Circuit Breaker: NEMA AB 1, with lockable handle. B. Characteristics: Frame size, trip rating, number of poles, and auxiliary devices as indicated with interrupting rating to meet available fault current. Unless shown otherwise provide circuit breakers as follows: 1. Feeder circuit breakers and main circuit breakers 200 amperes and larger shall be molded case circuit breakers with electronic trip, having long and short time trip units, each trip unit separately and individually adjustable for both time and pickup. Feeder circuit breakers shall be selectively coordinated with the upstream main circuit breakers. 2. Branch circuit breakers Tess than 200 amperes shall be molded case, thermal magnetic trip, trip -free with non - interchangeable, non - adjustable trip unless otherwise noted. 3. Motor circuit breakers shall be magnetic only trip with adjustable trip setting. 4. Branch circuit breakers shall be molded case, thermal- magnetic trip, trip -free with non - interchangeable, non - adjustable trip unless otherwise noted. C. Application Listing: Appropriate for application, including switching lighting loads (SWD) or heating, air - conditioning, and refrigerating equipment (HACR). D. Circuit Breakers, 200 A and Larger: Trip units interchangeable within frame size. Where indicated, provide field - adjustable, short- and long -time trip units, each separately and individually adjustable for time and pickup. E. Lugs: Mechanical lugs and power- distribution connectors suitable for conductors of the material, number and size provided. F. Accessories: Trip functions as indicated on the Plans. G. Enclosure: per application, as described in Section 16050, unless otherwise specified or required to meet environmental conditions of installed location. PART 3 — EXECUTION 3.01 INSTALLATION A. Install switches and circuit breaker enclosures level and plumb in locations as indicated, according to manufacturer's written instructions. B. For equipment at walls, bolt units to wall or mount on structural –steel channels bolted to wall. For controllers not at walls, provide freestanding racks conforming to Division 16 Section "Basic Electrical Materials and Methods." HLA Project No. 02032A CITY OF YAKIMA ENCLOSED SWITCHES AND CIRCUIT BREAKERS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16410 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Install wiring between switches, circuit breakers, control, and indication devices. D. Connect switches and circuit breakers and components to wiring system and to ground as indicated and as instructed by manufacturer. 1. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. Where manufacturer's torque values are not indicated, use those s p ec ifi e d i I II 486A and HI 486B E. Identify each switch and circuit breaker according to requirements specified in Division 16 Section "Basic Electrical Materials and Methods." 3.02 FIELD QUALITY CONTROL A. Testing Agency: Provide the services of a qualified independent testing to pcifolui specified field quality - control testing. B. Testing: After installing switches and circuit breakers and after electrical circuitry has been energized, demonstrate product capability and compliance with requirements. 1. Procedures: Perform each visual and mechanical inspection and electrical test stated in NETA ATS, Section 7.5 for switches and Section 7.6 for molded -case circuit breakers. Certify compliance with test parameters. C. Correct malfunctioning units on -site, where possible, and retest to demonstrate compliance; otherwise, remove and replace with new units and retest. 3.03 ADJUSTING A. Provide fuses for fused disconnect switches to coordinate with manufacturer's listed maximum fuse size for equipment supplied by the disconnect switch. 3.04 CLEANING A. After completing system installation, including outlet fittings and devices, inspect exposed finish. Remove burrs, dirt, and construction debris and repair damaged finish including chips, scratches, and abrasions. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA PANELBOARDS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16440 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes lighting and power panelboards and associated auxiliary equipment rated 600 V and Tess. B. Related Sections include the following: 1. Division 16 Section "Basic Electrical Materials and Methods" for general materials and installation methods. 2. Section 16410 "Enclosed Switches and Circuit Breakers" for circuit breakers installed in panelboards. 1.03 SUBMITTALS A. Product Data: For each type of panelboard, accessory item, and component specified. B. Shop Drawings: For panelboards. Include dimensioned plans, sections, and elevations. Show tabulations of installed devices, major features, and voltage rating. Include the following: 1. Enclosure type and mounting. 2. Bus configuration and current ratings. 3. Short- circuit current rating. 4. Features, characteristics, ratings, and factory settings of individual protective devices and auxiliary components. C. Panelboard Schedules: For installation in panelboards and inclusion in the maintenance manuals specified in Division 1. Submit final versions prior to closeout of project. D. Maintenance Data: For panelboard components to include in the maintenance manuals specified in Division 1. Include manufacturer's written instructions for testing circuit breakers. 1.04 QUALITY ASSURANCE A. Testing Agency: Utilize an independent testing agency meeting OSHA criteria for accreditation of testing laboratories, Title 29, Part 1907; or which is a full- member company of the InterNational Electrical Testing Association. B. Listing and Labeling: Provide products specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in the NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. C. Comply with NEC. • D. Comply with NEMA PB 1. HLA Project No. 02032A CITY OF YAKIMA PANELBOARDS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16440 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.05 EXTRA MATERIALS A. Keys: Provide 3 spares of each type for panelboard cabinet lock. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Challenger 2. Eaton Corp.; Westinghouse & Cutler- Hammer Products. 3. General Electric Co.; Electrical Distribution & Control Div. • 4 Si Ener £ Ai Inc 5. Square D Co. 2.02 PANEL BOARD FABRICATION A. Enclosures: Flush- or surface- mounted cabinets as indicated. NEMA PB 1, 20" minimum width, of NEMA type complying with Section 16050 for the location installed. B. Front: Secured to box with concealed trim clamps or screws. Front for surface - mounted panelboards shall be same dimensions as box. Fronts for flush panelboards shall overlap box, unless otherwise indicated. C. Directory Frame: Metal, mounted inside each panelboard door. D. Bus: Hard drawn copper of 98 percent conductivity. Insulated, bondable, full size neutral bus unless otherwise indicated. E. Main and Neutral Lugs: Compression type. - F. Equipment Ground Bus: Adequate for feeder and branch- circuit equipment ground conductors. Bonded to box. G. Main Breaker: Vertical Mounting. H. Service Equipment Approval: Listed for use as service equipment for panelboards where so indicated on the contract documents. Special Features: Include the following features for panelboards where indicated: 1. Provide same size boxes for multisection panelboards. 2. Feed - through Lugs: Sized to accommodate feeders indicated. J. Future Devices: Equip with mounting brackets, bus connections, and necessary appurtenances, for the overcurrent protective device ampere ratings indicated for future installation of devices. 2.03 DISTRIBUTION, LIGHTING AND APPLIANCE BRANCH- CIRCUIT PANELBOARDS A. Branch Overcurrent Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. B. Doors: In panelboard front, with concealed hinges. Secure with flush catch and tumbler lock, all keyed alike. HLA Project No. 02032A CITY OF YAKIMA PANELBOARDS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16440 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.04 OVERCURRENT PROTECTIVE DEVICES A. In accordance with Section 16410, except as modified herein. PART 3 — EXECUTION 3.01 INSTALLATION A. Install panelboards and accessory items according to NEMA PB 1.1. 1. Setup, adjust and fasten in place flush trim and interiors. 2. Install circuit breakers as shown on the "Circuit Schedule" for each panelboard. Record all circuit breaker installation deviations from the "Circuit Schedule" and show on the Record Drawings the actual size and pole position of all circuit breakers installed. B. Mounting Heights: Top of trim 74 inches above finished floor, unless otherwise indicated. C. Mounting: Plumb and rigid without distortion of box. Mount flush panelboards uniformly flush with wall finish. Provide spacers of neoprene or fiberglass to shim out from irregular surfaces or from damp surfaces. D. Circuit Directory: Prepare panelboards directories neatly typewritten in the same pole sequence as the panelboard stamping. Send a copy to the Engineer for his records. Prior to typing the final directories, verify room and equipment names and numbers with the Owner and modify circuit descriptions of areas /spaces to conform with the Owner's desires. Obtain approval before installing. E. Do not remove knockouts for breaker positions unless a breaker is to be installed. Where twistouts or knockouts are removed in error, provide a circuit breaker (one pole, twenty ampere) to fill each position removed. F. Provision for Future Circuits: Install panelboards in such a manner as to leave access to the box, building chases, knockouts, etc. for future circuit additions. Install conduits in rearmost knockouts, install neutral and ground bus wires in rear or least accessible locations first, leaving access for future additions. 3.02 IDENTIFICATION A. Panelboard Nameplates: Label each panelboard with engraved laminated - plastic or metal nameplates mounted with corrosion - resistant screws. 3.03 CONNECTIONS A. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's published torque- tightening values. Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.04 FIELD QUALITY CONTROL A. Prepare for acceptance tests as follows: 1. Make insulation- resistance tests of each panelboard bus, component, and connecting supply, feeder, and control circuits. 2. Make continuity tests of each circuit. HLA Project No. 02032A CITY OF YAKIMA PANELBOARDS MAN'S PARK IMPROVEMENT PROJECT — PHASE 1 Section 16440 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 3. Testing of circuit breakers shall only be required for circuit breakers 100 Ampere and larger. B. Testing Agency: Provide services of a qualified independent testing agency to perform specified testing. C. Testing: After installing panelboards and after electrical circuitry has been energized, demonstrate product capability and compliance Y IUI requirements. 1. Procedures: Perform each visual and mechanical inspection and electrical test stated in NETA ATS, Section 7.6 for molded -case circuit breakers. Certify compliance with test parameters. 2. Correct malfunctioning units on -site, where possible, and retest to demonstrate compliance; otherwise, remove and replace with new units, and retest. 3.05 ADJUSTING n S f ield d' u s tab6 it ,J ii brea trip di t b th h. �7C1 IICIU-aUjU jYVIL�,IICJ cud LIrLUIt- UICQRCi telp� rase aS ii�u t ri,awu, or requested by the Engineer. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA DRY TYPE TRANSFORMERS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16460 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes dry-type distribution and specialty transformers rated 1000 V and Tess. 1.03 SUBMITTALS A. Product Data: Submit the following: 1. nameplate ratings 2. mounting methods 3. dimensioned plans, sections, elevation views and minimum clearances B. Wiring Diagrams: Submit manufacturer's wiring diagrams and clearly identify terminals for tap changing and connecting field- installed wiring. C. Field Test Reports: Indicate and interpret test results for tests specified in Part 3. D. Maintenance Data: Include in the maintenance manuals specified in Division 1. 1.04 QUALITY ASSURANCE A. Testing Agency Qualifications: Employ an independent testing agency meeting the requirements specified in Division 1 Section "Quality Control," and meeting OSHA criteria for accreditation of testing laboratories, Title 29, Part 1907; or a full- member company of the InterNational Electrical Testing Association. B. Listing and Labeling: Provide transformers specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in NEC, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. C. Comply with NFPA 70. 1.05 DELIVERY, STORAGE, AND HANDLING A. Temporary Heating: Apply temporary heat according to manufacturer's written instructions within the enclosure of each ventilated -type unit throughout periods during which equipment is not energized and is not in a space that is continuously under normal control of temperature and humidity. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide transformers by one the following: HLA Project No. 02032A CITY OF YAKIMA DRY TYPE TRANSFORMERS KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16460 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1. Cutler- Hammer /Eaton Corp. 2. GE Electrical Distribution & Control. 3. Siemens Energy & Automation, Inc. 4. Square D; Groupe Schneider. 2.02 TRANSFORMERS, GENERAL A. Description: Factory-assembled d t d h J i f types • D.,...,,. and -tested, air-cooled units of LyL/C5 aand sizes specified, designed for 60 -Hz service. B. Cores: Grain - oriented, nonaging silicon steel. C. Coils: Continuous copper windings without splices, except for taps. D. Internal Coil Connections: Brazed or pressure type. E. Enclosure: Complies with Section 16050 and NEMA 250 for the environment in which installed. 2.03 GENERAL - PURPOSE DISTRIBUTION AND POWER TRANSFORMERS A. Comply with NEMA ST 20 and list and label as complying with UL 1561. B. Cores: One leg per phase. C. Windings: One coil per phase in primary and secondary. D. Insulation Class: 220 deg C class for transformers larger than 15 kVA. 1. Rated Temperature Rise: 80 deg C maximum rise above 40 deg C for other than 220 deg C class insulation. 2. Rated Temperature Rise: 115 deg C maximum rise above 40 deg C for 220 deg C class insulation. E. Taps: For transformers 25 kVA and larger, full - capacity taps in high - voltage windings are as follows: 1. Taps, 25 through 500 kVA: Six 2.5- percent taps, 2 above and 4 below rated high voltage. F. Wall- Mounting Brackets: Manufacturer's standard brackets for transformers up to 75 kVA. 2.04 FINISHES A. Indoor Units: Manufacturer's standard paint over corrosion - resistant pretreatment and primer. B. Outdoor Units: Comply with ANSI C57.12.28. 2.05 SOURCE QUALITY CONTROL A. Factory Tests: Design and routine tests comply with referenced standards. • HLA Project No. 02032A CITY OF YAKIMA DRY TYPE TRANSFORMERS KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16460 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 3 — EXECUTION 3.01 INSTALLATION A. Arrange equipment to provide adequate spacing for access and for circulation of cooling air per manufacturer's recommendations. B. Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.02 GROUNDING A. Comply with Division 16 Section "Grounding" and NEC for materials and installation requirements. 3.03 FIELD QUALITY CONTROL A. Test to ensure transformer is operational within industry and manufacturer's tolerances, is installed according to the Contract Documents, and is suitable for energizing. B. Report: Submit a written report of observations and tests. Report defective materials and installation. C. Tests: Include the following minimum inspections and tests according to manufacturer's written instructions. Comply with IEEE C57.12.91 for test methods and data correction factors. 1. Inspect accessible components for cleanliness, mechanical and electrical integrity, and damage or deterioration. Verify that temporary shipping bracing has been removed. Include internal inspection through access panels and covers. 2. Inspect bolted electrical connections for tightness according to manufacturer's published torque values or, if not available, those specified in UL 486A and UL 486B. 3. Insulation Resistance: Perform winding to winding and winding to ground megohmmeter tests of each primary and secondarywinding. D. Test Failures: Compare test results with specified performance or manufacturer's data. Correct deficiencies identified by tests and retest. Verify that transformers meet specified requirements. 3.04 ADJUSTING A. Adjust transformer taps to provide optimum voltage conditions at utilization equipment throughout normal operating cycle of facility. Record primary and secondary voltages and tap settings and submit with test results. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16510-1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 ® GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes interior lighting fixtures (including fixtures normally mounted on the building), lamps, ballasts, integrated life safety system for lighting, and accessory materials such as frames, lenses, diffusers, hangers, spacers, stems and canopies, auxiliary junction boxes and other miscellaneous hardware as required for complete installation of lighting equipment. 1.03 DEFINITIONS A. Fixture: A complete lighting unit. Fixtures include lamps and parts required to distribute light, position and protect lamps, and connect lamps to power supply. 1.04 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data describing fixtures, lamps, ballasts, and life safety lighting units. Arrange Product Data for fixtures in order of fixture designation. Include data on features and accessories and the following: 1. Outline drawings indicating dimensions and principal features of fixtures. 2. Electrical Ratings and Photometric Data: Certified results of laboratory tests for fixtures and lamps. C. Maintenance data for fixtures to include in the operation and maintenance manual specified in Division 1. 1.05 QUALITY ASSURANCE A. Electrical Component Standard: Provide components that comply with NEC and that are listed and labeled by UL where available. B. Listing and Labeling: Provide fixtures, and accessory components specified in this Section that are listed and labeled for their indicated use and installation conditions on Project. 1. Special Listing and Labeling: Provide fixtures for use in damp or wet locations that are specifically listed and labeled for such use. 2. The Terms "Listed" and "Labeled ": As defined in the NEC, Article 100. 3. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. C. Coordinate fixtures, mounting hardware, and trim with ductwork, insulation, sprinkler system, ceiling system and other items, including work of other trades, required to be mounted on ceiling or in ceiling space. HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16510 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.06 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Lamps: 10% of each type and rating installed. Furnish at least one of each type. 2. Plastic Diffusers and Lenses: 1% of each type and rating installed. Furnish at least one of each type. 3. Ballasts: 2% of each type and rating installed. Furnish at least one of each type. 4. Globes and Guards: 5% of each type and rating installed. Furnish at least one of each type. PART 2 -- PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products specified in the Lighting Fixture Schedule. 2.02 FIXTURES AND FIXTURE COMPONENTS, GENERAL A. No visible labels, trademarks or monograms on the exterior of the lighting fixtures or on lens or diffusers B. Metal Parts: Free from burrs, sharp corners, and edges. C. Sheet Metal Components: Steel, except as indicated. Form and support to prevent warping and sagging. D. Doors, Frames, and Other Internal Access: Smooth operating without the use of tools, intended for finger operation; free from light leakage at seams, joints or junctions visible in the installed condition under operating conditions; and arranged to permit relamping without use of tools. Arrange doors, frames, lenses, diffusers, and other pieces to prevent accidental falling during relamping and when secured in operating position. Spring loaded latches for frames. E. Reflecting Surfaces: Minimum reflectance as follows, except as otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. 4. Laminated Silver Metallized Film: 90 percent. F. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or water white, annealed crystal glass, except as otherwise indicated. 1. Plastic: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. 2. Lens Thickness: 0.125 inch minimum; except where greater thickness is indicated. 3. Pattern for plastic lenses: K12 prismatic refractors. Pattern No. 12 is not acceptable. 4. Approved manufacturers: a. Holophane b. KSH Plastics c. Carolite Plastics - d. Plaskolite, Inc. HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT ® PHASE 1 Section 16510 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON G. Provide gaskets on all trims and housings of "wet" location fixtures. Provide non - corrosive type plaster rings, hangers, trim and hardware in wet locations. H. Fixture Supports 1. Provide hook hangers for fixtures where indicated or specified consisting of an integrated assembly matched to fixture and line voltage and equipped with threaded attachment, cord, and locking type plug. I. Fluorescent Ballasts: Electronic integrated circuit, solid- state, full- light- output, energy - efficient type compatible with lamps and lamp combinations to which connected. 1. Certification by Electrical Testing Laboratory (ETL). 2. Labeling by Certified Ballast Manufacturers Association (CBM). 3. Type: Class P with automatic reset integral protector device set to limit cast temperature to one - hundred -ten degrees Celsius maximum under abnormal conditions, high power factor. 4. Sound Rating: "A" rating. 5. Voltage: Match connected circuits. 6. Lamp Flicker: Less than 5 percent. 7. Minimum Power Factor: 90 percent. 8. Total Harmonic Distortion (THD) of Ballast Current: Less than 12 percent. 9. Conform to FCC Regulations Part 15, Subpart J for electromagnetic interference. 10. Multilamp Ballasts and maximum ratings: Use 2, 3, or 4 lamp ballasts for multilamp fixtures where indicated, with maximum input wattage ratings per Ansi C82.2 as follows: a. 1 lamp F32T8 -32 watts. b. 2 lamp F32T8 -62 watts. c. 3 lamp F32T8 -92 watts. d. 4 lamp F32T8 120 watts. 11. Lamp - ballast connection method does not reduce normal rated life of lamps. 12. Low - Temperature Fluorescent Ballasts: Comply with above requirements, except ballast may be Class P electromagnetic type. Starting temperature is minus 20 deg C or colder. 13. Manufacturers: a. Advance b. General Electric c. Motorola J. High - Intensity- Discharge (HID) Fixtures: Conform to UL 1572. K. HID Ballasts: Conform to UL 1029 and ANSI C82.4. Include the following features, except as otherwise indicated. 1. Constant wattage autotransformer (CWA) or regulating high - power- factor type, suitable for the temperature range in which they are to be operated. . 2. Operating Voltage: Match system voltage. 3. Single -Lamp Ballasts: Minimum starting temperature of minus 30 deg C. 4. Normal Ambient Operating Temperature: 40 deg C. 5. Open circuit operation will not reduce average life. 6. High- Pressure Sodium (HPS) Ballasts: Equip with a solid -state igniter /starter having an average life in pulsing mode of 10,000 hours at an igniter /starter case temperature of 90 deg C. L. Encapsulation: Manufacturer's standard epoxy- encapsulated model designed to minimize audible fixture noise. HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16510 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2.03 LAMPS A. Provide lamps for each fixture which comply with ANSI C78 series that is applicable to each type of lamp. B. Fluorescent Color Temperature and Minimum Color- Rendering Index (CRI): 3500 K and 85 CRI, except as otherwise indicated. C. Noncompact Fluorescent Lamp Life: Rated average is 20,000 hours at 3 hours per start when used on rapid start circuits. D. Metal Halide Color Temperature and Minimum Color- Rendering Index (CRI): 3600 K and 70 CRI, except as otherwise indicated. E. Manufacturers: 1. General Electric 2. Phillips 3. Sylvania 2.04 FUSES A. Provide fuses in fixtures mounted more than eight feet above floor or operated at 277 volts. B. Fast acting, current limiting fuses, coordinated with the ballast and lamp operating characteristics, so as to avoid false tripping, yet provide fault clearing before damage occurs to the fixture. Bussman Type HFL in -line fuse holder and Bussman Type GLR fuse, sized at two- hundred percent of the ballast current rating. 2.05 FINISHES A. Manufacturer's standard, except as otherwise indicated, applied over corrosion - resistant treatment or primer, free of streaks, runs, holidays, stains, blisters, and similar defects. PART 3 — EXECUTION 3.01 INSTALLATION A. Coordination with other work. 1. Coordinate lighting fixture size and design, frame requirements, and hanging or mounting devices for project mounting conditions before ordering lighting fixtures. Consult the Drawings for details of ceiling and wall construction; provide lighting fixtures suitable for the particular type of ceiling or wall at each location. Prepare irregular surfaces for mounting. 2. Adjust light fixtures as required - near piping, equipment, etc., to protect from physical damage and provide sufficient clearance to install lamps and to maintain lens, reflectors, ballasts, etc.. Where pendant mounted fixtures are in conflict with ducts and piping, coordinate the location and mounting heights of the fixtures to the available space left between the various ducts and piping. 3. Locate fixtures so that doors and other equipment will not damage them at any time. 4. Adjust stem or chain lengths to suit actual field conditions where indicated mounting heights to bottom of fixtures are not possible or conflict with other trades' work. Brace pendants and rods over 48 inches long to limit swinging. 5. Prepare irregular surfaces for mounting. HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16510 -5 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Fixture support 1. Install fixtures with supports, brackets and trim as recommended by the fixture manufacturer to suit the particular building construction and use. Align each fixture to ceiling structure. 2. Install surface mounted fixtures tight to the ceiling construction. Provide shims or spacers as required to keep surface mounted fixture from warping or twisting due to uneven surfaces. 3. Secure surface fixtures to ceiling system, roof structure or slabs with a fastener such as lag screw, lag bolt, toggle bolt, cinch anchor or stud to support the fixture plus one - hundred pounds at each support. Nails or similar fasteners are not approved for lighting fixture support. 4. Do not support fixtures from ceiling material other than structural or framing material. Provide supports, spacers, channels, etc., necessary to support lighting fixtures where fixtures are located so that they cannot be connected directly to structure members. Provide additional framing to directly support fixtures where construction is such that mounting channels, strongbacks or bridging is required to support fixtures. Provide additional support material which matches the structure material. 5. Provide outlet boxes or other supports for lighting fixtures which are of sufficient strength to support at least four times the weight of fixture or one - hundred pounds, whichever is greater. Support all fixtures weighing more than fifty pounds independently of outlet box. 6. Do not support fluorescent fixtures with forty-eight inches or longer lamps from outlet box ears. Provide suitable fixture stud in box for each fixture. • 7. Support all surface mounted fixtures more than eighteen inches wide at or near each corner, in addition to support from outlet box. 8. For heavy pendant mounted fixtures, where support independent of box is required and where conduit and outlet boxes are installed on surface, use safety swivel hanger with fixture stud. For fixtures suspended indoors from sloping surfaces, provide suitable aligners. C. Install fluorescent bi -pin lamps in sockets after polarity, voltage and connections have been checked with a bi -pin tester or volt meter. Fluorescent bi -pin lamps shall be installed with correct rotation of lamps as indicated by indents or tabs. D. Install fixtures in rows or grids true to line. Install fixtures in a common area at the same level or grade. Install continuous runs of fixtures straight and true with joining straps, couplings, and nipples. Maintain spacing for fixtures as dimensioned or shown on the reflected ceiling plan and do not arbitrarily change because of ceiling pattern, etc.. Symbols on Drawings which are • undimensioned show approximate locations and care shall be used to locate fixtures on centers of spaces, at the quarter points, or as indicated. Any changes in fixture layout must be approved in writing by the Engineer. E. Lamping: Where specific lamp designations are not indicated, lamp units according to manufacturer's instructions. 3.02 CONNECTIONS A. Ground the lighting units. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's published torque- tightening values. Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.03 FIELD QUALITY CONTROL A. Inspect each installed fixture for damage. Replaced damaged fixtures and components. HLA Project No. 02032A CITY OF YAKIMA INTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16510 -6 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON B. Tests: Verify normal operation of each fixture after fixtures have been installed and circuits have been energized with normal power source. Interrupt electrical energy to demonstrate proper operation of emergency lighting installation. C. Replace or repair malfunctioning fixtures and components, then retest. Repeat procedure until all units operate properly. D. Report results of tests. E. Replace fixtures that show evidence of corrosion during Project warranty period. F. Provide replacement lamps for all lamps which fail prior to completion of the work. 3.04 ADJUSTING AND CLEANING A. Clean fixture Tens, diffusers, enclosures on fixtures. Dirty enclosures, lens or diffusers shall be removed, washed and rinsed as recommended by fixture manufacturer. B. Adjust aimable fixtures to provide required Tight intensities. 3.05 LIGHTING FIXTURE SCHEDULE A. Lighting Fixture Schedule is shown on the Drawings. END OF SECTION HLA Project No. 02032A CITY OF YAKIMA EXTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT ® PHASE 1 Section 16520 -1 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes exterior lighting fixtures, lamps, ballasts, pole standards, and accessories. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 16 Section "interior Lighting" for interior fixtures, lamps, ballasts, emergency lighting units, and accessories; also for exterior fixtures normally mounted on buildings. 1.03 DEFINITIONS A. Fixture: A complete lighting device. Fixtures include a lamp or lamps and parts required to distribute Tight, position and protect lamps, and connect lamps to power supply. B. Lighting Unit: A fixture or an assembly of fixtures with a common support, including a pole or bracket plus mounting and support accessories. C. Luminaire: A fixture. 1.04 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Maintenance data for products to include in the operation and maintenance manual specified in Division 1. 1.05 QUALITY ASSURANCE A. Electrical Component Standard: Provide components that comply with NFPA 70. B. Listing and Labeling: Provide fixtures and accessories specified in this Section that are listed and labeled for their indicated use and installation conditions on Project. 1. The Terms "Listed" and "Labeled ": As defined in the National Electrical Code, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. 1.06 STORAGE AND HANDLING OF POLES A. General: Store poles on decay- resistant treated skids at least 12 inches above grade and vegetation. Support pole to prevent distortion and arrange to provide free air circulation. R Metal Poles• Retain factory - applied polo wrappings until just before pole installation For poles with nonmetallic finishes, handle with web fabric straps. HLA Project No. 02032A CITY OF YAKIMA EXTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16520 -2 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 1.07 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Lamps: 10% of each type and rating installed. Furnish at least one of each type. 2. Glass and Plastic Lenses, Covers, and Other Optical Parts: 1% of each type and rating installed. Furnish at least one of each type. 3. Ballasts: 1% 100 of each type and rating installed. Furnish at least one of each type. 4. Globes and Guards: 5% of each type and rating installed. Furnish at least one of each type. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products specified in Lighting Fixture Schedule. 2.02 FIXTURES AND FIXTURE COMPONENTS, GENERAL A. Metal Parts: Free from burrs, sharp edges, and corners. B. Sheet Metal Components: Corrosion - resistant aluminum, except as otherwise indicated. Form and support to prevent warping and sagging. C. Housings: Rigidly formed, weather- and light -tight enclosures that will not warp, sag, or deform in use. Provide filter /breather for enclosed fixtures. D. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under operating conditions, and arranged to permit relamping without use of tools. Arrange doors, frames, lenses, diffusers, and other pieces to prevent accidental falling during relamping and when secured in operating position. Provide for door removal for cleaning or replacing lens. Arrange for door opening to disconnect ballast. E. Exposed Hardware Material: Stainless steel. F. Reflecting Surfaces: Minimum reflectances as follows, except as otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. G. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. H. Lenses and Refractors: Materials as indicated. Use heat- and aging- resistant, resilient gaskets to seal and cushion Tens and refractor mounting in fixture doors. High - Intensity- Discharge (HID) Fixtures: Conform to UL 1572. J. HID Ballasts: Conform to UL 1029, and ANSI C82.4. Constant wattage autotransformer (CWA) or regulating high - power- factor type, unless otherwise indicated. 1. Ballast Fuses: One in each ungrounded supply conductor. Voltage and current ratings as recommended by ballast manufacturer. HLA Project No. 02032A • CITY OF YAKIMA EXTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT – PHASE 1 Section 16520 -3 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON 2. Operating Voltage: Match system voltage. 3. Single -Lamp Ballasts: Minimum starting temperature of minus 30 deg C. 4. Open circuit operation will not reduce average life. 5. High - Pressure Sodium (HPS) Ballasts: Equip with a solid -state igniter /starter having an average life in pulsing mode of 10,000 hours at an igniter /starter case temperature of 90 deg C. 6. Noise: Uniformly quiet operation, with a noise rating of B or better. K. Lamps: Comply with ANSI C78 series that is applicable to each type of lamp. Provide fixtures with indicated lamps of designated type, characteristics, and wattage. Where a lamp is not indicated for a fixture, provide medium wattage lamp recommended by manufacturer. 2.03 FIXTURE SUPPORT COMPONENTS A. Pole- Mounted Fixtures: Conform to AASHTO LTS -3. R Wind -l str o f tot support asssembly, including pole, arms appurtenances, base, and anchorage, is adequate to carry itself plus fixtures indicated at indicated heights above grade without failure, permanent deflection, or whipping in steady winds of 100 mi. /h with a gust factor of 1.3. C. Arm, Bracket, and Tenon Mount Materials: Match poles' finish. D. Mountings, Fastenings, and Appurtenances: Corrosion- resistant items compatible with support components. Use materials that will not cause galvanic action at contact points. Use mountings that correctly position luminaire to provide indicated light distribution. E. Pole Bases: Anchor type with galvanized steel hold -down or anchor bolts, leveling nuts, and bolt covers. F. Metal Pole Grounding Provisions: Welded 1/2 -inch threaded lug, accessible through handhole. G. Concrete for Pole Foundations: Comply with Division 3 Section "Cast -in -Place Concrete." Use 3000 -psig strength, 28 -day concrete. 2.04 FINISHES A. Metal Parts: Manufacturer's standard finish, except as otherwise indicated, applied over corrosion - resistant primer, free of streaks, runs, holidays, stains, blisters, and similar defects. B. Other Parts: Manufacturer's standard finish, except as otherwise indicated. PART 3 — EXECUTION 3.01 INSTALLATION A. Set units plumb, square, level, and secure according to manufacturer's written instructions and approved Shop Drawings. B. Concrete Foundations: Construct according to Division 3. 1. Comply with details and manufacturer's recommendations for reinforcing, anchor bolts, nuts, and 'v"vasher s. Verify anchor -bolt templates by comparing with acti.ial pole bases furnished. HLA Project No. 02032A CITY OF YAKIMA EXTERIOR LIGHTING KIWANIS PARK IMPROVEMENT PROJECT — PHASE 1 Section 16520 -4 PARKS AND RECREATION DIVISION YAKIMA, WASHINGTON C. Pole Installation: Use web fabric slings (not chain or cable) to raise and set poles. D. Fixture Attachment: Fasten to indicated structural supports. Orient and aim as indicated on drawings or directed by Engineer. E. Lamp fixtures with indicated lamps according to manufacturer's written instructions. Replace malfunctioning lamps. 3.02 FIELD QUALITY CONTROL A. Inspect each installed unit for damage. Replace damaged fixtures and components. B. Give advance notice of dates and times for field tests. C. Provide instruments to make and record test results. D. Tests and Observations: Verify normal operation of lighting units after installing fixtures and energizing circuits with normal power source. Include the following: 1. Check for excessively noisy ballasts. E. Replace or repair damaged and malfunctioning units, make necessary adjustments, and retest. Repeat procedure until all units operate properly. 3.03 ADJUSTING AND CLEANING A. Clean units after installation. Use methods and materials recommended by manufacturer. 3.04 LIGHTING FIXTURE SCHEDULE A. Lighting Fixture Schedule is shown on the Drawings. END OF SECTION HLA Project No. 02032A APPENDIX A Z: \JAN \SPECS \02032A - YK.wpd May 16, 2003 SPECIFICATIONS FOR PRIVATE CONSTRUCTION OF PUBLIC FACILITIES DIVISION 1 FOR CITY OF YAKIMA 1998 The latest edition of the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association and all current applicable amendments is, by this reference, made a part of these specifications. Each section of the Standard Specifications shall be considered as much a part of these Specifications as if they were actually set forth herein. NOTE: Division 1 of the APWA Supplement of the WSDOT /APWA Standard Specifications shall take precedence over those sections of WSDOT Standard Specifications, Division 1 to which they apply. All sections of the Standard Specifications shall apply to this project as appropriate, except as modified by these Special Provisions. All measurement and payment sections within the Standard Specifications are deleted for privately funded construction projects. The Developer shall be responsible for payment of all costs for the project and for procuring his contractor. SPECIAL PROVISIONS The following Special Provisions supersede any conflicting provisions of the current edition of the Standard Specifications for Road, Bridge, and Municipal Construction and the foregoing amendments to the Standard Specifications and are made a part of thi project All references hereinafter to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 1998. T a FW SUPPLEMENT TO DIVIO SIN ONE OF THE CURRENT EDITION THE f1r"vvr► ovrr �irvi�..�� � � .� ,.,� a �d., OF WSDOT /APWA STANDARD SPECIFICATIONS SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE CURRENT EDITION OF THE "WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. PLAN REVIEW AND INSPECTION FEE The City of Yakima shall inspect all construction. A fee in accordance with Y.M.C. 12.01.060, and based on the estimated construction costs as determined by the City of Yakima, Improvement Evaluation Packet cost estimate, will be required to cover plan review and inspection costs. This fee shall be paid prior to design plan approval. DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS This section is deleted and replaced with the following new definitions: City: The City of Yakima, its agents and inspectors. Contracting Agency: The private Developer who is responsible for selecting a contractor and for all payments for the work that is included in the project and done by the contractor. The terms "Contracting Agency" and "Owner" are interchangeable. Contractor: The individual, partnership, firm, corporation or joint venture contracting with the contracting agency to do the prescribed work. Engineer: The Contracting Agency's representative or Consulting Engineer who performed the design of the project, and who may administer the project for the private developer. Inspector: The City Engineer or his authorized agent who inspects all construction. Standard Specifications: The current edition of the Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Special Provisions: The Special Provisions are project specific specifications that supersede any conflicting provisions of the current edition of the Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part of this project. Project Plans: Construction project plans completed by the Consulting Engineer, approved by the City Engineer and released for construction. Working Drawings: Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describing salient features, performance curves, or samples of fabricated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS This Section is deleted for private construction of public facilities. 1 -03 AWARD AND EXECUTION OF CONTRACT This section is deleted for private construction of public facilities. 1-04 SCOPE OF THE WORK All subsections within this section are deleted for private construction of public facilities except the following revised sections: 1-04.4 CHANGES Add dam_ r..,.,.,:.,.,. Add 'the following: No changes in the work covered by the plans as approved by the City Engineer of the City of Yakima shall be made without having prior written approval of the City Engineer. 1 -04.11 FINAL CLEANUP Add the following: Partial cleanup shall be done by the Contractor when it is deemed necessary or when, in the opinion of the City Inspector, parrtiai cleanup should be done either prior to final cleanup or final inspection. The cleanup work shall be done immediately upon notification by the City Inspector and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Private Developer shall take action to have such cleanup work completed by others. 1 -05 CONTROL OF WORK 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction • shall be such as the Contractor may choose; subject, however, to the Engineer and the Inspector's right to reject means and methods proposed by th Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the approved plans and special provisions. The Engineer and the Inspector's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obli to accomplish the result intended by the plans; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.2 AUTHORITY OF ASSISTANTS AND INSPECTORS Supplement this section with the Project Engineer is the City Engineer, City of Yakima. 1-05.3 PLANS AND WORKING DRAWINGS Delete the third through fifth paragraphs of SECTION 1 -05.3 of the Standard Specifications and replace them with the following: The submittal of Shop Drawings may be required for this project, and the City Engineer will review at his discretion any Shop Drawings submitted by the Contractor. 1- 05.5(4) SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the APWA Supplement: The Contracting Agency will, at its own cost, engage a Professional Land Surveyor to reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections etc affected by this project. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event that the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the contractor's expense. 1 -05.6 INSPECTION OF WORK AND MATERIALS Add the following: Construction of the public water, sewer, street and other site improvements regulated by the City of Yakima will be subject to inspection and approval by City inspectors. The Contractor is responsible for engaging the services of a material testing firm to sample and test construction of all embankments required for site grading and backfill operations for trenches. The Contractor shall provide copies of the moisture / density curves and the compaction test results to the Engineer, his Inspector and the Developer throughout the course of construction. Embankment and backfill shall meet the requirements as set forth in these specifications. See Section 1- 05.18. 1 -05.10 GUARANTEES (APWA Only) Add the following: The materials and quality of the final constructed product are shown on the Plans and specified herein. It shall be the Contractor's responsibility to verify all quantities dimensions field construction criteria materials, • catalog numbers, or similar data to assure all portions of the work are coordinated and completed in compliance with the Plans and Specifications. The Contractor assumes full responsibility for all means, methods, sequences, techniques or procedures of construction, and to safety precautions or programs incidental thereto. If, within after the date of Final Acceptance of the Work by the I1, VNILI III I one year after the uGtt�. of Final ec�o ree...es6.e evv of the Work by ... City of Yakima, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the City of Yakima, return and in accordance with the City's instructions, either correct such work or, if such work has been rejected by the City, remove it from the Project Site and replace it with non - defective and authorized work, all without cost to the City. if the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the City reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.7 of these Specifications. The Contractor agrees the above one -year limitation shall not exclude nor diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1 -05.12 FINAL ACCEPTANCE (APWA Only) Add the following: The owner and or his contractor shall maintain a neatly marked: full sized set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field construction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the City Engineer and the owner at all times. Prior to the acceptance of the work by the City, the owner's Engineering Consultant shall deliver to the City Engineer one set of neatly marked record drawings showing the information required above. The record drawings shall be produced from the approved plans on reproducible mylar, Xerox quality, archival, capable of computer scanning, 1 -05.18 TESTING (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall be responsible for scheduling and paying for all material testing required by these project documents. All testing services shall be performed by an independent, certified testing firm and / or laboratory meeting the approval of the Engineer and Inspector. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with the specifications. Trench Backfill Copies of moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer and Inspector as construction progresses. Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1- foot, 2 -foot and 3 -foot depths below finish grade. The Engineer or Inspector may request additional tests be performed at the Contractors expense, if test results do not meet the required trench backfill densities. All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 1557 (Modified Proctor). Roadway Embankment Copies of moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer and Inspector as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway embankment. The Engineer or Inspector may request additional tests be performed at the Contractors expense, if test results do not meet the required subgrade densities. Roadway embankment 4 t shall k.- as specified in SECTION 7_ Noduwdy emUdl iRI I ICI IL LUI 1Ipal+uUI 1 shall LJ as � 11 1 v`v 1 I - U 1 03.3(14). Roadway Subgrade Copies of moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer and Inspector as construction progresses Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. The Engineer or Inspector may request additional tests be performed at the Contractors expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Copies of moisture density curves for each type of material encountered and copies of all test results shall be provided to the Engineer and Inspector as construction progresses. Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. The Engineer or Inspector may request additional tests be performed at the Contractors expense, if test results do not meet the required subgrade densities. Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5) Asphalt Paving Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer and Inspector as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of asphalt concrete pavement. The Engineer or Inspector may request additional tests be performed at the Contractors expense, if test results do not meet the required subgrade densities. Compaction of asphalt concrete pavement shall be as specified in Section 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 1 -07.1 LAWS TO BE OBSERVED (APWA ONLY) This section is supplemented by revising sentence 2, paragraph 1 to read: The Contractor shall indemnify and save harmless the City of Yakima, its agents, elected or appointed officials, employees, and representatives against any claims that may arise because the Contractor or any employee of the Contractor or subcontractor or materialman violated a legal requirement. The Inspector or Engineer shall have the authority at all times to issue a stop work order at no penalty to the City if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Inspector or Engineer for the identification of any or all unsafe conditions. 1 -07.5 WILDLIFE, FISHERIES, AND ECOLOGY REGULATIONS 1- 07.5(1) GENERAL Add the following sentence: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to com w ith th federal, state, and local pollution control regulations. 1- 07.5(4) AIR QUALITY Add the following: The pollution authority is th Yaki County Clean Air Authority, n� local air tJVIIUUVI I a1.111 IVI Il is the Yakima t to vve.ee es Clean e r ee e.e eve e.� , (509) 575 -1410. 1 -07.17 UTILITIES AND SIMILAR FACILITIES (APWA ONLY) Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility, to investigate the presence and location of all utilities prior to the Preconstruction Conference and to assess their impacts on his construction activities. The Contractor shall call the Utility Location Request Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1- 800 -553- 4344. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the geld to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) 1- 07.18(1) GENERAL (APWA ONLY) The third sentence of the second paragraph is revised to read: The insurance provided must be with an insurance company with a Best Rating of A -VII or better. The first sentence of the third paragraph is revised to read: The policy of insurance shall specifically name the City of Yakima, their agents, employees, and elected or appointed officials as additional insured for this project. The fifth paragraph is revised to read: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. 1- 07.18(3) LIMITS (APWA ONLY) This section is revised to read: All coverage combined single limits shall be $1,000,000 per occurrence. The commercial general liability policy will contain a "per Job Aggregate" Endorsement. If this endorsement is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. A commercial general liability deductible of $5,000 or Tess is acceptable. The Contractor will be responsible for the payment of that deductible for any losses which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. 1- 07.18(4) EVIDENCE OF INSURANCE (APWA ONLY) Revise this section to read: The Contractor shall provide evidence of insurance by the following method: • A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the Iolowing requirements: 1. The ACORD Form shall be accompanied by a completed endorsement naming the City of Yakima, its agents, employees, and elected or appointed officials as an additional insured and containing the insured's name and policy number, and shall be signed by a duly authorized agent. 2. The wording in the CANCELLATION section, "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives ", shall be crossed out and initialed by the agent/broker and shall provide for a • cancellation notice of at least 20 days, to the City of Yakima. 3. In the Section — DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / SPECIAL ITEMS. Add the following: City of Yakima, its agents, employees and elected or appointed officials as additional insured for City of Yakima Project # 4. Contain the appropriate amount and types of coverages that are specified in Section 1- 07.18(3) above, and in the attached ACORD sa mple sheet attached. 5. The wording at the top of the certificate " This certificate is issued as a matter of information only and confers no rights upon the certificate holder ", shall be crossed out and initialed by the agent / broker. 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and - notify the Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. Supplement Item 2 of the third paragraph with the following paragraph: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant / occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1 -08.1 PRELIMINARY MATTERS (APWA only) 1- 08.1(3) HOURS OF WORK (APWA only) This section is modified as follows: Except in the case of emergency or unless otherwise approved by the City of Yakima, the normal straight time working hours for the project shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a five day work week. The normal straight time 8 hour working period for the project shall be established at the preconstruction conference or prior to the Contractor commencing the work. If a contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the City of Yakima for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the City of Yakima no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked any time the Contractor exceeds the City of Yakima noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the contractor's operations. The Contractor shall have no claim for damages or delays should permission be revoked for these reasons. Permission to work Saturdays, Sundays holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the City of Yakima. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the work; requiring the Contractor to reimburse the contracting agency for the cost of engineering salaries paid City of Yakima employees who worked during such times. 1- 08.1(4) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA only) Where a Contractor elects to work on a Saturday, Sunday or other holiday, or longer than an 8 hour work shift on a regular work day, as defined in the Standard Specifications, such work shall be considered overtime work. On all such overtime work, an inspector will be present, at the discretion of the City Engineer. The Contractor shall reimburse the City for the full amount of the straight time plus overtime costs for employees of the City required to work overtime hours. STREETS SPECIAL PROVISIONS INDEX SECTION TITLE PAGE DIVISION ONE SPECIAL PROVISIONS 5-06 Pavement Patd Ing G3 7-04 Storm Sewers G3 7-05 Manholes, Crate Inlets, Drop Inlets and Catch Basins CA 8 -20 Illumination G6 SPECS! G2 12/88 STREETS SPECIAL PROVISIONS 5-06 PAVEMENT PATCHING (New Section) 5 -06.1 Description This work shall consist of the patching of various types of pavement cuts, the performance of which shall be in accordance with the requ i rernents out i i need hereinafter, Division 5 of the Standard Specifications, and the City of Yakima Standard Details. 5-06.2 Materials All materials shall conform to the requirements as specified for materials in other Sections of the Standard Specifications. 5-06.3 Construction Details The class of concrete shall be as specified by the Engineer as shown on the City of Yakima Standard Details. Pavement patching shall be completed within the sane day that the excavation is completed. All pavement patches wider than eight (8) feet shall be paved with a self- propelled paving machine as described in Section • 5- 04.3(3) of the Standard Specifications. The bottom and sides of all areas to be patched shall receive a tack coat in accordance with Section 5- 04.3(5)A. Before patching, all trench edges and joints shall be neatly trimmed with an approved pavement cutter to a uniform 'line . parallel to the trench line. 7-04 STOibA SI3h62S 7- 04.1(1) Materials Add the following: 1�1C Sow P:pe 9 -05,12 Bedding material and backfill shall meet the requirements of Section 9- 03.9(3), Crushed Surfacing - Top Course. SPECS I G3 12/88 7- 04.3(1) Excavation and Preparation of Trench 7- 04.3(1)A Storm Sever Trench Replace with the following: Trenches shall be constructed as specified in Section 7- 17.3(1)A. 7- 04.3(1)B Pipe Bedding Delete . the last sentence of the first paragraph and add the following paragraph: Bedding material meeting the requirements of Section 9- 03.9 {3) shall be placed under the pipe and to a depth of 6 Indies over the top of the pipe. 7- 04.3(1)1 Compaction of Backfil1 (New Section) Water settling and /or mechanical compaction shall be required for all trenches. The density of the compacted material shall be 95% of the maximum density as determined by ASTM D 1557 Tests (Modified Proctor). 7- 04.3(2) Laying Sewer Pipe 7- 04.3(2)A Survey Line and Grade Delete. Refer to Section 1 -05.5, Construction Staking, of these Special Provisions. 7- 04.3(3) Backfilling Storm Sewer Trenches Add the following: Where directed by the Engineer, i.e., street crossing trenches, shall be backfilled for the full depth of the trench with select backfill meeting the requirements for pipe bedding in Section 7- 04.3(1)B of these Special Provisions. 7- 04.3(4) Cleaning and Testing Delete entire Section 7 -05 MANHOLES, CRATE INLETS, CROP INLETS, AND CATCH BASINS 7 -05.2 Materials Add the following: Drell Manholes: Standard and perforated reinforced precast concrete manhole sections and related precast concrete accessories (slabs, cones, adjustment rings) shall confonm SPECS! G4 12/88 with requirements of Section 9 -12.4 of the Standard Specifications. Drywells shall be constructed in accordance with the Plans and Section 7 -05 of the Standard Specifications. Cast iron Frames and Covers All manhole frames and covers for use on the project shall be purchased by the Contractor from the City of Yakima Customer Services Office, 129 No. 2nd Street, Yakima, WA. (509) 575 -6077, to make the necessary arrangements to pick up the new manhole frames and covers. The Contractor shall pick uo the new frames and covers from the Treatment Plant located at 2220 East Viola, Yakima, WA. The Contractor shall provide all necessary labor and equipment for handling the new manhole frames and covers and delivering than to the job site. Catch Basin: Catch basins shall be constructed as shown on the City of Yakima Standard Detail. Cast iron Frame and Grate: The frame, grate, and curb box for new catch basins shall be Ductile Iron conforming to 9- 05.15(2) and 9 -06.14 of the Standard Specifications. Castings shall be Neenah Foundry Company Catalog type No. R -3065, Inland Foundry Company type No. 517, or approved equal. Drain Rock: Drain Rock shall be a coarse aggregate with gradation as shown on the City of Yakima Standard Detail. 7- 05.3(1) Adjusting Manholes and Catch Basins To Grade Section 7- 05.3(1) of the Standard Specifications shall be replaced with the following: Manholes, valve boxes, and similar structures shall not be adjusted until the paving is completed, at which time the center of each structure shall be relocated from references . previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of whidi shall be equal to the outside diameter of frame plus 2 feet for manholes or plus 1 foot for valve boxes. Manhole frames shall be placed on adjustment rings and adjusted up to the desired grade. The base materials shall be removed and Class B cement concrete shall be placed within the entire vo I umme of the excavation to within 11 inches of the finished pavement surface. Cn the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be coated with a tack coat per Section 5- 04.3(5)A. Class G asphalt concrete shall then be placed and compacted with hand tamers and a patching roller. • SPECSI G5 12/88 The completed patch shall match the existing paved surface for uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 8 -2 0 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.1 Description This section shall be revised to read as follows: This work shall consist of furnishing and installing all necessary materials and equipment for new street lighting poles, installing conduit and pull boxes. All work done and material uses shall, unless otherwise noted, conform to the requirements of the State of Washington Standard Specifications for Road and Bridge Construction 1988, the State of Washington Standard Plans for Road and Bridge Construction 1985, the Washington adoption of the Manual on Uniform Traffic Control Devices, (MUTCD), and the National Electric Code, and City of Yakima Standard Details. 8 -20.3 Construction Requirements 8- 20.3(5) Conduit This section shall be revised to read as follows: Conduit runs are indicated on the plans. Bends, if other than factory bends, shall have no less than an eighteen inch (18 ") radius. Runs terminating in pole bases shall extend five inches (5 ") above the foundation and shall be sloped towards the hand hole opening. Runs entering junction boxes shall terminate approximately two inches (2 ") above the bottom of the box and within three inches (39 of the box wall nearest' its entry. No signal or street light splices are to be made in any junction boxes unless authorized by the Engineer. Conduit entry into junction boxes shall terminate with a manufactured 90 degree rigid metal elbow to facilitate cable pulling. PVC conduit "push- pennys" or a suitable equivalent shall be used on all terminations to keep cable runs clean. All conduit ends shall be reamed to remove burrs and rough edges. Field cuts shall be square and true so that ends will fit securely in PVC couplings. An 1/8 inch braided nylon rope, 450 pounds breaking strength shall be installed in each conduit run with four (4) feet doubled back at each termination. When cable is pulled, this rope shall be repulled along with the cable. SPECSI G6 12/88 8- 20.3(6) Junction Boxes Add the following: Junction boxes shall be placed on a minimum of six inches (6 ") of Crushed Surfacing Top Course. Junction boxes shall not be placed in driveways or wheel dhair ramps. SPECS! G7 12!88 5 1/2" 1/2" R 1" R - -f -1" BATTER/11 /2" R •. 1" R - •� = �•� EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB 6" 18" 6" & GUTTER. CEMENT CONCRETE BARRIER CURB SECTION r - - - ^ � 1/2" R I � 6 1/2" .10 18" CURB SECTION ® DRIVEWAYS AND RAMPS NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R1 CEMENT CONCRETE BARRIER CURB NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I CEMENT CONC. BARRIER CURB 1 R1 0 • R/W q. R/W W 25. 25' liike/E5 55E i'tA1 5' (MIN) � vf+Ie /ES /� }NS 5' (MIN) 0 CJ GRADE EQUAL. TO TOP OF CURB .• ... ........ ....................... ........ ..........,................,... ..........................,.. ........,...................... .......,.........•.......... 6" (MIN) 6" (MIN) Lfb COMPACTED SUB GRADE 2 2" CLASS "A" ACP (COMPACTED DEPTH) 6" CSBC (COMPACTED DEPTH) ® R8 RESIDENTIAL - ROADWAY SECTION NTS City of Yakima — Engineering Division 0 V1 6 70 to in to C • 7 12 °Ril'e F'c I ' ``' ° T ti c- -. 0----- COLD JOINT "-- CURB & GUTTER ?i (COMPACTED DEPTH) 6" WSDOT CL 3000 CONCRETE W/ COARSE AGGREGATE GRADING NO. 5 _ DISTANCE VARIES — SEE PLAN _ • YMC 8.64.070 ' N. CONSTRUCTION JOINT CONSTRUCTION JOINT -- R10 RESIDENTIAL DRIVEWAY APPROACH NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA • STANDARD DETAIL I RESIDENTIAL DRWY APPROACH I R10 1 CONCRETE APRON 7' MIN. OR TO R/W LINE WIDTH PER YMC 8.64.070 (WHICHEVER IS GREATER) SEE PLANS RP 15� (MIN ` 15' (MIN) RP } - - SEE PLAN SEE PLAN _ PREFERRED RAMP i -- .. - ALTERNATE RAMP CONFIGURATION ::::: :::::::� - _ .. - CONFIGURATION ,..4:::::::;:i .. ..... • 4 �A \ 1 CONCRETE VALLEY GUTTER VALLEY GUTTER RAISED CURBING MAY CONTINUE INTO SITE. SURFACING —\ 6 , TO FLOW LINE 1''-e— MIN, 4" COMPACTED DEPTH I CRUSHED SURFACING, TOP COURSE 3' ALLEY GUTTER SECTION A NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL I BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS • FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R11 COMMERCIAL APPROACH NTS City of Yakima — Engineering Division I 1 r j APPROVED: 10.5.99 I CITY OF YAKIMA - STANDARD DETAIL I COMMERCIAL APPROACH 1 R11 FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. THROUGH JOINTS ON EACH SIDE OF EIE' AND AROUND EACH UTILITY APPURTENANCE. NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. R12 SIDEWALK JOINTING DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I SIDEWALK JOINTING R12 1. 3/8" EXPANSION JOINT loo......... --4.— „ 1/2” RAMP TEXTURE o�� .: ........ ... 0 0 \ .... .. -;:i:: 1 Q - A /) -;., RAMP TEXTURE / _T / AV \ S V ALL DIMENSIONS `� — ARE NOMINAL CURB & GUTTER W/ RAMP RAMP TEXTURE NOTES 1. THIS DETAIL INDICATES MINIMUM SIZE, SIOE SLOPE, 2. RAMP TEXTURING IS TO BE DONE WITH AN I AND PATTERN REQUIREMENTS FOR ACCEPTABLE EXPANDED METAL GRATE PLACED AND REMOVED HANDICAP ACCESS RAMPS. STYLE, NUMBER, AND FROM THE WET C ONE RETE TO 1 PAVE A D!AMONO LOCATION OF RAMPS WILL DEPEND ON SITE CONDITIONS. PATTERN AS SHOWN. THE LONG AXIS OF THE SHA INSTALLED ACCORDING RADIUS, O I THE PROJECT DIAMOND CURB. GROOVES /8 PERPENDICULAR TO DEEP & SITE PLAN APPROVED BY THE CITY ENGINEER. 1/4" WIDE. 3. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH THE SIDEWALK OR CURB & GUTTER, AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES BUT NOT AT THE END OF THE RAMP 4" BANDS ADJACENT TO THE CURB. 'y /N W LESS THAN 4' USE ALTERNATE 41: RADIUS AS � /� SHOWN ON PLANS t 1,,;■ . . > . 3/8" EXPANSION JOINT • �� "` ' OF SIDEWALK ) t lo ALTERNATE RAMP 1 NM I RAMP ALTERNATE RAMP 2 I R13 HANDICAP RAMP DETAIL NTS City of Yakima — Engineering Division I I I APPROVED: 9.15.99 I CITY OF YAKIMA - STANDARD DETAIL HANDICAP RAMP DETAIL R13 SEE PLANS COLD JOINT h^ l S - j0.02 COMPACTED EARTH 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION SEE PLANS 8" 4" S = 0.02 FT /FT —� s - a • - • `% COMPACTED EARTH 6" • 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE THICKENED SIDEWALK SECTION NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R14 TYPICAL SIDEWALK SECTIONS NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA • STANDARD DETAIL I TYPICAL SIDEWALK SECTIONS I R14 SAW CUT TO NEAT LINE VARIES EX. ASPHALT -7efkw w..ccv : t i • t " 1 •- -1 e e __ 4 4 4 2" MIN. CLASS "G" ASPHALT CONCRETE (COMPACTED DEPTH) 4" CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) PATCH ® CONCRETE CURB & GUTTER SAW CUT TO NEAT LINE II VARIES ii I i 1 EX. ASPHALT ' . - CONCRETE . 2" MIN. CLASS "G" ASPHALT CONCRETE (COMPACTED DEPTH) 4" CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) PATCH ® CONCRETE SIDEWALK R15 ASPHALT CONCRETE PATCH I City of Yakima — Engineering Division I I •. I APPROVED: 9.15.99 ! CITY OF YAK!MA - STANDARD DETAIL I ASPHALT CONCRETE PATCH I R15 EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH UMITS 1' -0' EXCAVATION UNE 1' -0" (MIN) ∎iii. ►i�ri 3 4. ALTERNATE BACK SLOPE AT CONTRACTORS — OPTION AND AT NO ADDITIONAL COST TO THE / CITY OF YAKIMA ACP CLASS 'A' 0 1.5 TIMES DEPTH OF EXISTING ASPHALT. r MINIMUM COMPACTED DEPTH. 2 EQUAL LIFTS 6" CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACED EXISTING SURFACE - DEPTH VARIES _ GRAVEL SURFACE PATCH OMITS 1' -0" EXCAVATION UNE 1' -0" (MIN) y� y nntlittle=laif .i lyytlitin vl0 yr , ALTERNATE BACK SLOPE AT CONTRACTORS /_- OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 2" CSTC (COMPACTED DEPTH) GRAVEL SURFACED UNSURFACED AREAS PATC EXISTING GROUND H WAITS EXCAVATION UNE 1' -0' 1' -0" (MIN) r y + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ALTERNATE BACK SLOPE AT CONTRACTORS /- f— OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA _12- MINIMUM (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. R24 SURFACE REPAIR DETAIL NTS City of Yakima - Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I SURFACE REPAIR DETAIL R24 A 71-.... - ..... .t - ,0 o •,, • .... • . .. . \. 0 .. ..„ . ............................... 3'-0" 3'-0" I 1 I I i A -I I PLAN ADJUST FOR TOP OF HOOD TO MATCH TOP OF CURB. COMBINATION CURB & GUTTER CATCH SIDEWALK BASIN FRAME, GRATE, & HOOD. INLAND I / FOUNDRY NO. 517 OR APPROVED EQUAL. C> A L t> (SHOWN WITHOUT GRATE) I I I / i- SURFACING 1 I I i Fr i 1 ? 10 :>,..\/. 'vr %.>:,-. :,>:,.. • . 30" RCP / 0 0 / _. . .. 1:2 GROUT COLLAR Co 0 szt- REMOVABLE 0 00 90' PVC TEE STORM DRAIN PIPE 0 0 r_ - I l i 0 ,e,ArirerezeereeA SECTION A—A I ir)..1 CATCH BASIN DETAIL NTS}City of Yakima — Engineering Division I I . APPROVED: 2.10.99 1 rITY OF YAKIMA - STANDARD DETAIL I CATCH BASIN I Di • I 1 1 I I 1" 1 -1/2" or 0 Iree k " A A 3/4 Q _ L �� N O �� 1 N N B Q B • L 17" \ N _1 1 2 -1 2-1/4" 6 -1/2" 1 -1/4" IIIIII iT IIhl 5/8" " at ll%IliGI I% % 6-1/2" 5/8,. N 2-1/2" 2" 17" i SECTION B -B 'i ................... '% ' NOTES j cn - THE FRAME, GRATE & HOOD . 3/ HOLE 3/4" (h.... SHALL BE INLAND FOUNDRY 23" I CO. N0.517 OR APPROVED I-- fi EQUAL. THE CATCH BASIN SHALL BE AS SHOWN ON 36" CITY OF YAKIMA DETAIL D1. • SECTION A -A 24" la N 1 - r ____,, , C E 7— N r 2„1. ' ' 2 R " ( I — i } � , t I I 1 _ I -14 � II � 3/4 ,. 1 L„ C 6-3/8" 22'• SECTION C -C D2 FRAME, GRATE & HOOD NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I FRAME, GRATE & HOOD D2 • 1 6' I ` / `ce I r ••�� celeilt ��. ‘- DRAIN ROCK ,,,, GEOTEXTILE FABRIC ,� i; %\ �n 4 ` 1 � I .i4 12" PERFORATED PIPE I i*z7.4J 4 D3 TYPICAL SECTION AT DRAIN TRENCH I NTS City of Yakima — Engineering Division I I i • I I APPROVED: 9.15.99 CITY OF YAKIMA = STANDARD DETAIL I SECTION AT DRAIN TRENCH I D3 I I — LEVEL PAD - 3/4"x 2 1/4"x 1/16" (16 PLACES TOTAL) A A 1 :7) PLAN VIEW 9/16" (.1 TYP. 18" a_ 18" 1 X 24" ( 102") >- - 0 0 A A / 16" x 22" OPENING 17 3/4"( 1/32" X 23 3/4" CASTING PER: 25" x 31" ASTM A27 GRADE 70-36, OR ASTM A536 GRADE 80-55-06. SECTION A APPROX. WEIGHT, 124 LBS. D4 CATCH BASIN GRATE FRAME NTS City of Yakima - Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I CATCH BASIN GRATE FRAME D4 I BARS 1 3/8" THICK THIS AREA (REF.) / / BARS 1 5/8" THICK THIS AREA (REF.) I 2 1/2" 11" 1/4" R. FOR MACHINING CLEARANCE 1 2" N. II I r 1 BARS 1" THICK 7 ro /� � � ( TY P 4 PLACES) 1-- ■ W. /I I P I / / 111 \ \\ N \ \ I 1 11 I \ I I A ■ M } —� MI MI _ — LEVELING PADS (TYP 8 PLACES) (3/4" x 1 3/4 ") i BOTTOM VIEW END VIEW ■■ 1 1/8" TYP BAR O o • 1/8" TYP SLO ,, / / CASTING PER: (. 1 ASTM A27 GRADE 70 -36, OR I ` a ASTM A536 GRADE 80- 55 -06. APPROX. WEIGHT, 104 LBS. ( '4 a — I MN UN IIM 1 1 1._ t I 1 7/8" r°— TOP // VIEW CO CO 23 3/4 "1+ 1 .) M \� 1 /32' I 1 5/8" j 1 } I 7 1 / 4 " R ! P 1 3/4 "—�I 1 4 t I REF.e I 7/8" I - 1/16" (REF. FINISH DIM.) 3/4" _4,---. 23 1/2 "(+ °/32 ") i SIDE VIEW i D5 CATCH BASIN GRATE NTS City of Yakima - Engineering Division I I • I APPROVED: 2.10.99 ' CITY OF YAKIMA - STANDARD DETAIL CATCH BASIN GRATE D5 . 2 NPS.SCH. 40, 2 3/8 O.D. TENON 8' 3' _,L 1 __WAT ARM 6063 -16 ALUM. TAPERED PHOTOELECTRIC 6" X 3 1/2" X .188 WALL. SATIN 12- MIN. DISTANCE REQUIRED CONTROL PAD GROUND FINISH, 80 GRIT. TO REMOVE DOOR /LEVELING /// '''��'''��� THROUGH R =5' -9' A FOR 1 1/4" THROUGH H 2" PIPE 7SNI _- M400A CUTOFF POWR. /DOOR LUMINAIRE SLIPOVER JOINT, -SHAFT INSERTED 12" USE WATTAGE 400HPS INTO DAVIT ARM, (2) 5/8" X 7 LG. S /S\ HEX HEAD ,-NUTS, FLATS & ( TYPICAL) LOCKWASHERS BOLTS THE ASSEMBLY NOT TO SCALE I 6063 -16 ALUM SHAFT TAPERED 8" X 6" X .250 WALL SATIN GRUOND FINISH. 80 GRIT II ELIMINATE ALL SLACK ,r- . II .N. ■ IPA xl HANDHOLE BUSHING / 4" X 6' FLUSH HANDHOLE C/W S/S INS TALL COMPL WITH I BOND HARDWARE & GROUND WIRING BOLT COVERS QUICK DISCONNECTS � S CAST ALUM. SHOEBASE (COMPLETE) ) Y NOM. GROUT PAD J TD. SPEC. 9 -29.7) WITH 1/2" DRAIN HOLE F1 ( STRFET LIGHT BASE SNAIL BE FIUSH WITH \ , - I SIDEWALK AND /OR CURB ( fl USH WITH . \ 1 C ,HAMFFR l IIRp � 2% r.' 1 SIDEWALK ANCHOR BOLTS 1 � g /4 REBAR n . . : 1 _ 8.5' y ` _ 1" CONDUIT . • • 18" (MIN.) BELOW TOP OF GRADE STREET LIGHT POLE NOT TO SCALE • . PORTLAND CEMENT CONCRETE CL. 3000 SQUARE WIRING DETAIL LIGHT STANDARD (TYPICAL) NOT TO SCALE APPROVED: 3 -23 -01 CITY OF YAKIMA - STANDARD DETAIL I 30' ALUMINUM STREET LIGHT I E1A I I •-- 120 V • ® C2 TEST SWITCH II i • I I e • CON • I PHOTO ELECTRICAL - PC —1 - 1 CONTROL I - I t I 11\___ IN SERVICE EQUIPMENT WIRING DIAGRAM FOR LIGHTING CONTROLS 1 1/4 RIGID STEEL CONDUIT TO 3 -WIRE � J %� WEATHERHEAD (3) AWG NO. 2 CU. THW PHOTO- ELECTRIC CONTROL AT APPROX. 33 FT. MOUNTING HEIGHT 3/4" RIGID STEEL CONDUIT, STEEL TRAFFIC SIGNAL POLE i j ( AWG NO. 14 THW METER BASE - TYPE AS REQUIRED BY PP &L MYER'S HUB fit MYER'S HUB 1 LOCKABLE SERVICE EQUIPMENT I 11 I STREET LIGHTING CONTACTOR ENCLOSURE 2" RIGID STEEL CONDUIT (ALL EXPOSED CONDUIT IS RIGID STEEL) ENTRANCE TO POLE — AWG NO. 6 COPPER GROUND FINISHED GRADE rl'r APPROVED GROUND CLAMP .."'- 5/8 "x10' COPPER -WELD GROUND ROD ! ®- STEEL SWEEP ELBOWS 2 - 2" SCH 40 CONDUIT 1 TO JUNCTION BOX E8 ELECTRICAL SERVICE (120/240) w/ LIGHTING CONTROLS NTS City of Yakima - Engineering Division ■-/ APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL 1 ELEC. SERVICE W/ LIGHTING I E8 3/8" — 16NC HEX BOLT COVER w/ WASHER ti 6 - x � . SKID RESISTANT J CARRIAGE BOLT SURFACE w/ WASHER F BOX � r JUNCTION BOX DIMENSIONS (INCHES) COVERS A B C WT. LBS. TYPE 1 25 1/4 14 1/4 3/4 30 TYPE 2 31 1/8 18 1/4 3/4 50 JUNCTION BOX D E DIMENSIONS (INCHES K WT. LBS. TYPE 1 27 1/4 16 1/4 12 12 3/4 23 3/4 1/2 11 1/4 47 TYPE 2 33 1/8 20 1/8 12 16 3/8 29 3/8 1/2 11 1/4 56 NOTE 1. JUNCTION BOXES AND COVERS SHALL BE CONSTRUCTED OF POLYMER CONCRETE GRAY IN COLOR, REINFORCED BY A HEAVY —WEAVE FIBERGLASS. COVERS SHALL BE RATED FOR A MINIMUM SURFACE LOAD OF 15,000 LBS, AND BOXES RATED FOR A MINIMUM OF 8,000 LBS. OVER A 10" SQUARE AREA, MATERIAL COMPRESSIVE STRENGTH SHOULD BE NO LESS THAN 11,000 P.S.I., COVERS SHALL HAVE A MIN. COEFFICIENT OF FRICTION OF 0.5 AND HAVE THE LOGO "TRAFFIC SIGNAL" ON IT. BOXES SHALL BE SIMILAR TO " COMPOSOLITE" AS MANUFACTURED BY QUAZITE CORPORATION OR APPROVED EQUAL Ell JUNCTION BOX DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.20.99 CITY OF YAKIMA - STANDARD DETAIL I JUNCTION BOX DETAIL I Ell 1 I y > � - . :. • \/� SUBGRADE ti . ' ti BACKFILL AND CONDUIT BEDDING iv ti ; �.'.••'' MATERIAL SHALL BE COMPACTED •• •.`'' • ''' • CRUSHED SURFACING TOP COURSE. l <. • y ! 2" OR 3 SCHEDULE 40 CONDUIT(S) , 'O''• .O• AS SHOWN ON PLANS to El 4 CONDUIT TRENCH SECTION NTS City of Yakima — Engineering Division I I . APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL I CONDUIT TRENCH SECTION I E14 APPENDIX B Z: \JAN \SPECS \02032A - YK.wpd May 16, 2003 C ip ir Northern, Inc. REPORT OF GEOTECHNICAL INVESTIGATION TO Huibregtse Louman & Associates Yakima Washington PROJECT PROPOSED KIWANIS PARK IMPROVEMENTS YAKIMA, WASHINGTON GNN PROJECT NO. 202-309 PREPARED BY GN NORTHERN, INC. CONSULTING GEOTECHNICAL ENGINEERS YAKIMA WASHINGTON 509 - 248 -9798 AUGUST 2002 722 No. 16th Ave, Ste. 31 Northern, Inc. (509) 248 -9796 Fax (509) 248 -4220 gnnortbern(4nnorthern.coe • Consulting Engineers • Environmental Scientists • Construction Material Testing Kirkland Washingteon (425) 825-0327 Fax (425) 825 -0328 Kennewick Washington August 19, 2002 (509) 734 -9320 Fax (509) 734 -9321 Hermiston. Oregon (541) 564-0991 Fax (541) 564 -0928 Troutdale Oregon (503)6 Huibregtse Louman & Associates 4 - 4 377 (303) 674 -3774 801 N 39` Avenue Yakima Washington 98908 Attn: Mr. Dennis Witcher Subject: Report of Geotechnical Investigation Proposed Kiwanis Park Improvements, Yakima WA Gentlemen: At your request, we have investigated the subsurface soil conditions at the site of the existing Kiwanis Park at in Yakima, Washington. The site is located east of Fair Avenue, between its intersections with Spruce Street and Beech Street, in Yakima, Washington. Analytical testing was completed on representative surficial soil samples to determine levels of lead and arsenic. Analysis was also completed to evaluate nutrients in the soils. Based on the findings of our field exploration and engineering analysis completed, we conclude the site is suitable for the intended construction provided our geotechnical recommendations are followed during design and construction phases. The report, which follows, describes in detail our investigations, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us at 509 - 248 -9798. Respectfully submitted, Imran Magsi, PE Senior Geotechnical Engineer Enclosures 4- copies (one un- bound, and three bound) CORPORATE OFFICE: E -mail: gnnorthernegnnorther • Web Site: http: / /www.gnnorthern.com Northern, ifle. TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY 3 FIELD EXPLORATION 4 LABORATORY ANALYTICAL TESTING 4 SITE CONDITIONS .5 SUBSURFACE CONDITIONS 6 FINDINGS 7 ENGINEERING RECOMMENDATIONS 10 LIMITATIONS 16 APPENDIX • Approximate Test Pit/Test Boring Location Plan (Drawing No. 202 - 309 -1) • Test Pits/Test Boring Logs • Analytical Laboratory Test Data • Analytical Test Data -Soil Nutrients • SOP References for Analytical Testing • Reference Sheets ASFE information Sheet and Key Chart for Classification of Soils for Engineering Purposes 2 Ci r. Northern, Inc. PURPOSE AND SCOPE OF STUDY This report presents the results of a subsurface study for the Kiwanis Park Improvements project in Yakima Washington. The vicinity map is showing on Drawing No. 202 - 309 -1, found in the Appendix. This report has been prepared to summarize the data obtained during this study and to present our findings based on the subsurface conditions encountered. Recommendations for foundation design and construction are included in this report. The study was conducted in accordance with our proposal dated July 1, 2002. Verbal authorization to proceed was received by Dennis Whitcher of Huibregtse Louman & Associates, Inc. on July 1, 2002. To obtain information on subsurface conditions, a field exploration program, consisting of three (3) hand augured exploratory borings and nine (9) test pits were performed. The approximate location of the exploratory borings and test pits can be found on Drawing No. 202 - 309 -1, included in the Appendix at the end of this report. Samples obtained during the field activities were tested in the laboratory to determine physical and chemical characteristics of the on -site soils. Results of the field exploration and laboratory tests were analyzed to develop our geotechnical recommendations presented in this report. The results of our field exploration and laboratory testing are also presented in the Appendix. This report has been prepared to summarize the data obtained during this study and to present our findings and recommendations based on the proposed construction and the subsurface conditions encountered at the site. Design parameters and a discussion of geotechnical engineering considerations related to construction are included in this report. 3 ie Northern, Inc. FIELD EXPLORATION The field exploration was conducted on July 31, 2002, following a clearance of the site utilities. A total of nine (9) test pits were excavated using a backhoe. In other areas sprinklers were running all day and at the request of grounds keeper hand augured borings were completed in other three areas. The approximate locations of the augured borings and test pits are illustrated on the exploratory boring /test pit location plan (Drawing No. 202 - 309 -2) in the Appendix. The locations of the exploratory borings and test pits were determined in the field by GN Northern's personnel. Disturbed samples of the subsurface materials were collected in airtight plastic bags and in 5- gallon buckets. The soils we observed during logging of the exploratory borings and test pits were classified according to the Unified Soil Classification System (USCS), utilizing the field classification procedures as outlined in ASTM D2488. A copy of the USCS is also included in the Appendix. Depths referred to in this report are relative to the existing ground surface elevation at the time of our field investigation. The surface and subsurface conditions described in this report are as observed at the site at the time of our field investigation. LABORATORY ANALYTICAL TESTING Soil samples obtained during the field exploration were taken to our laboratory, where they were observed and visually classified in accordance with ASTM D2487, which is based on the Unified Soil Classification System. Representative samples were tested for grain size distribution (size and distribution of soil particles; that is, clay, silt, sand, and gravel) in general accordance with ASTM procedures. Samples of soils from the corners of the project site were collected and analyzed for lead and arsenic content. The lead (Pb) concentration in soil was determined in accordance with EPA 7420 and arsenic (As) concentration in soil was determined in 4 C% Northern, Inc. accordance with EPA 706. A hand auger was utilized to collect samples of soils from the upper one foot of soils. In the southwest corner of the site, near test pit 9, additional soils were collected from a depth of approximately 5 feet BGS. This depth was not achievable in other test pits due to the presence of shallow gravels. Soil samples were analyzed for extractable nutrients, pH, soluble salts, electrical conductivity and organic matter in the soil matrix. Tests were performed by Agri- Check, Inc. to quantify Extractable Zinc, Manganese, Iron, Copper, Boron, Electrical Conductivity, Organic Matter, Phosphorous, Potassium, Soil Ammonium, Soil Nitrate, Soil pH, Calcium, Magnesium, Sodium, Potassium and the Total Bases. Samples of near surface soils were collected using a hand shovel southeast of the pond, approximately 150' west of Beech in open undeveloped land, and approximately 50' south of Maple Street in open undeveloped land. A complete list of these tests and testing methods can be found in the attached appendix. The results of the laboratory tests are included in the Appendix attached to the end of this report. SITE CONDITIONS The site is located east of Fair Avenue, between its intersections with Spruce Street and Beech Street, in Yakima, Washington. The site and surroundings have been completely developed as a residential area. Most of the site is relatively flat, with a short but steep easterly slope crossing from the northwest corner to the southern center of the site, and a small pond in the northern center of the site. The Yakima Kiwanis Park currently occupies the northern half of the site, and the southern portion is largely undeveloped. Two vacant houses lie along 13 Street in the southern half of the property. 5 Northern, in e. Piles of rocky soil were noted in the southwest corner of the property, between test pits TP -7, TP -8, and TP -9. It is not dear if this material originated from other portions of the site, or if it was imported for use as fill. Regional Geology Yakima is situated on the western margin of the Columbia River Plateau Physiographic province and near the eastern foothills of the Cascade Range. The Cascade Range and adjacent highlands are primarily composed of basalt, andesites, granoiorite, and some continental sedimentary terrain of Cretaceous and Jurassic Age. The Columbia Plateau is comprised of a series of flood basalt which cover most of central and eastern Washington. The basalt flows of the Columbia Basalt Group are thought to be Miocene in age, forming an extensive volcanic plateau (Camp, et.al, 1982). Alluvial deposits of sand and gravel overlie the older rock formation. SUBSURFACE CONDITIONS The subsurface materials consist primarily of very dense sandy gravel (GP) with varying amounts of silt and cobbles. A thin layer of topsoil and /or sandy silt with gravel was encountered overlying the gravels in most test pits, generally only a few inches thick. Sandy silt in TP -1, located in the northwest portion of the site, reached a depth of approximately 2.5 feet. Materials encountered in TP -2, TP -3, TP-4, TP -7, and TP -8 appeared to be partially imported fill. Quantities of wood and glass debris were noted in TP -2 and TP -3, located between the incinerator building and the pond in the Kiwanis Park. According to information obtained from the backhoe operator, this area was once occupied by a landfill of some sort. These materials extended to a depth of approximately 4 feet BGS, where dense sandy gravels were encountered. Materials encountered in TP-4, -7, and - 8 included brick, metal, and wood debris consistent with the demolition of a structure. Our backhoe operator indicated that he had demolished a house in the southeast corner of the site, near the iocation of TP-4. it is assumed that similar structures existed near 6 C Sir ir Northern, Inc. TP -7 and -8. Fill in TP-4 extended to approximately 5 feet BGS, where dense sandy gravels were encountered. Fill in TP -7 and TP -8 reached depths of 2.5 to 3 feet BGS. In TP -9, located at the top of the slope in the southwest comer of the property, near the intersection of 13 and Beech, sandy silts (ML) were encountered to a depth of 6 feet BGS, with silty sands (SM) extending to a depth of 7' BGS, where gravel and cobbles were encountered. Three test pits planned for the eastern portion of the Kiwanis Park were not completed using the backhoe. A City of Yakima groundskeeper present at the time of our field activities requested that the backhoe not access this area due to concerns of damage to the grass and landscaping. Sprinklers had been operating in this area for several hours, and soils were very soft. These areas were instead explored using a hand auger. Materials in this area were generally consistent with the remainder of the site, consisting of a shallow layer of topsoil and sandy silt overlying dense gravels. Overburden soils in this area reached a maximum of approximately 2 feet in thickness, near the southeastern corner of the park. Groundwater Groundwater was encountered in TP -2 and TP -3 at 5.5 and 5 feet BGS, respectively. These test pits were located on the lower elevation between the incinerator building and the pond. In TP -7 and TP -8, groundwater was encountered at 6.5 and 4.25 feet, respectively. These test pits were located on the lower elevation south of the park, between Maple and Beech Streets. TP -8 was near the base of the slope. Groundwater was not encountered in the other test pits. Numerous factors contribute to groundwater fluctuations, and evaluation of such factors is beyond the scope of this report. FINDINGS The Presence of Buried Tanks and Septic Drain Fields In areas where test pits or hand - augured borings were completed, no indication of any buried tanks, septic fields, or below grade structures were found. However, in the southeast corner where a house was previously demolished near Beech Street a 7 • �� Northern, Inc. capped sewer connection was noticed and waterlines may also be present but were not visible. Additionally, wood /glass debris was encountered at approximately 1 -2' below grade between the pond and incinerator in the park area. Soil Analysis for Extractable Nutrients A soil sample collected southeast of the pond was adjacent to the grass field; the two soil samples collected in an undeveloped open field. Digging was difficult due to the present of gravels near the surface in this area. Laboratory analytical testing of the soil samples indicates the soils in the grassy area is slightly acidic whereas the other two samples collected from the undeveloped field are neutral and slightly alkaline. The areas in the open field have slightly elevated salts. From a fertility standpoint, the soils in the undeveloped open fields reflect higher concentrations of Phosphorous, Nitrogen, and Sulfur levels. Organic content in soils varies from 5.1% to 7.1%. The overall sulfur level would be adequate at 10 ppm. Adequate P is considered 20 ppm. Apply 2 pounds per 1000 sf of P for new plantings. Nitrogen should be applied annually at a rate of 4 -6 pounds of N per 1000 sf as needed, approximately once a month during high growth, periods. A single nitrogen application should not exceed 1 pound N. Caution must be exercised with the use of Gypsum application. Solis in the undeveloped open field contain excessive gravels. The textural composition of the soils indicate adequate amounts of sand in soil to allow for drainage. Some zones of hard and slightly cemented soil units in the undeveloped areas may prevent the natural process of vertical and uniform infiltration of surface moisture. Scarification and pulverization of surficial sols will be required to achieve uniform irrigation. After grading and subgrade preparation, approximately one foot of new topsoil would be required to provide adequate soil for the establishment of new grass in the undeveloped open fields. 8 N r , Northern, Inc. Lead and Arsenic Arsenic occurs naturally in the environment and is the 20th most common element in the Earth's crust. Acute oral exposure to arsenic typically leads to gastrointestinal irritations and difficulty in swallowing, excessive thirst, abnormally low blood pressure, and convulsions. Arsenic concentrations are generally highest in groundwater, but surface water concentrations may be at levels of regulatory concern. The soil cleanup level established by the Washington State Model Toxics Control Act for arsenic is 20 mg /kg (parts per million) Lead also occurs naturally, and is a common soil contaminant. Children and fetuses are most at -risk to lead poisoning, since lead is readily absorbed into their growing bodies. Low -level lead exposure can cause reduced IQ and attention span, hyperactivity, impaired growth, reading and learning disabilities, hearing Toss, insomnia, and a range of other health, intellectual, and behavioral effects. At high levels, lead poisoning can lead to mental retardation, coma, convulsions, and death. The MTCA soil cleanup level for lead is 250 mg /kg. Soil contamination with lead and arsenic is commonly associated with pesticide or fertilizer application, particularly in orchard properties. Other sources of contamination included smelting operations, combustion of various ores including some types of coal, and mining operations. Arsenic was not detected in any of the samples collected at the site. Low levels of lead were detected in the northwest and southeast corners of the site. Lead levels in the northwest corner of the site were found to be about 14 mg /kg, and levels in the southeast corner were 26 mg /kg. Lead levels detected in the samples collected at the site appear to be below soil cleanup levels, however the EPA and Department of Ecology may impose more stringent cleanup levels on sites with an increased exposure risk to children. 9 Northern, Inc. ENGINEERING RECOMMENDATIONS Site Preparation and Earthwork All debris must be removed from the proposed development areas. After clearing, the exposed subgrade must be proofrolled with a smooth drum roller or water truck to detect any soft areas. Ail soft areas and areas showing signs of pumping must be over - excavated and recompacted using granular imported fill. The granular fill must be compacted to at least 95 percent of the maximum density per ASTM D1557. The degree to which construction grading problems develop is expected to be dependent, in part, on the time of year that construction proceeds and the precautions which are taken by the contractor to protect the subgrade. The native and fill soils which will be exposed by the subgrade preparation operations are considered to be moisture and disturbance sensitive due to their silt and clay content and will become unstable if allowed to increase in moisture content and are rutted by construction traffic. The soils are also susceptible to erosion in the presence of flowing water. The site should be graded to prevent water from ponding within construction areas and /or flowing into excavations. Accumulated water must be removed immediately along with any unstable soil. Soil that become unstable are recommended to be either: • Removed to a suitable bearing subgrade and replaced with compacted imported structural gravel fill; All fill or backfill should be approved by our geotechnical engineer -of- record, placed in uniform lifts and compacted to the at least 95 percent of the maximum dry density as determined by ASTM D1557. Heavy compaction equipment should not be allowed closer than 4 feet to the footing excavation wall to prevent inducing high lateral earth pressures. The compaction should extend at least 12 inches laterally beyond the foundation parameters. Where structural fill is placed beneath the footings, the zone of structural fill should extend at least 12 inches beyond the faces of the footings in all directions. 10 41V. Northern, Inc. The compaction must be verified in the field using a calibrated nuclear densometer in accordance with ASTM D2922. The thickness of the loose non - compacted lift of structural fill should not exceed 8 inches for heavy -duty compactors and 4 inches for hand operated compactors. Temporary Excavations While it is the responsibility of the contractor to provide safe working conditions in connections with subsurface excavations, for excavation purposes, the soil at the site classify as Type C in accordance with the OSHA classification system. Temporary side slopes should not be steeper than 1.5:1 (horizontal to vertical). Utility Excavations Shoring for utility excavations must conform to excavation support regulations of the state of Washington. The contractor should be responsible for design of all shoring necessary for the project. Utilities should be placed on bedding material, which meets the manufacturer's specification. Placement of bedding material is particularly critical where maintenance of precise grades is essential. Backfill placed within the first 12 inches above utility lines should be compacted to at least 90 percent of the maximum dry density, such that the utility lines are not damaged during backfill placement and compaction. In addition, rock fragments greater than 1 inch in maximum dimension should be excluded from this first lift. The remainder of the utility excavations should be backfilled and compacted according to the recommendations presented above. Foundations The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing the construction documents. 11 I C I Northern, Inc. a. Sands and gravels are expected to be encountered beneath the proposed footings. We recommend shallow spread footings must bear on compacted native granular soils. We recommend the native soils must be scarified to a minimum depth of 6 inches and recompacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. The compaction should extend at !east 12 inches laterally beyond the foundation parameter. We recommend that a re presentative of our geotechnical engineer must observe the footing excavations to determine that suitable bearing soil has been exposed and prepared as recommended above, or provide additional recommendations for overexcavation. Footings resting on compacted native granular soils can be proportioned for an allowable bearing of n n n psf. ll b bearing p ress u re may be pressure or 2,000 F,)sl. The iC aallowable ulc pressure ` > > �c.y in by one - be third for short-term seismic loading conditions. The weight of the footing and any backfill over the footing may be neglected. We estimate total settlement for footings to be less that 3 /A inch, with differential settlement less than half that magnitude. Loose soil not removed from the footing excavations may result in excessive settlement than estimated. b. If imported structural fill is. required during site development, it must be a 4 -inch minus well graded crushed gravel material with 35 to 65 percent passing the #4 sieve size and no more than 8 percent passing the #200 sieve size. c. Minimum spread footing width for isolated pads should be controlled either by applicable building codes or by the allowable bearing pressure cited above in item (a), whichever is more restrictive. d. All exterior footings should be placed at least 24 inches below the exterior finished grade for frost protection in accordance with local building standards. The bearing depth of the interior footings situated at least 10 feet from the parameter building walls may be reduced to 18 inches below the finished floor elevation. 12 41S.. Northern, Inc. e. Lateral Toads on foundations due to wind or seismic loading will be resisted by friction at the base of foundations and passive earth pressure against buried portions. We recommend a passive equivalent earth pressure in compacted granular backfill of 250 pounds per cubic foot. In calculating this value we have assumed footings extend at least 2 feet below the lowest adjacent exterior grade and the backfill around the structure is compacted granular material. The above - recommended lateral foundation resistance value includes a factor of safety of 1.5. f. We recommend a coefficient of friction of 0.45 be used between cast -in -place concrete (footing base) and subgrade soil beneath the footing base. An appropriate factor of safety should be used to calculate sliding resistance at the base of footing. g. Granular foundation soils should be compacted with a smooth vibratory compactor. h. A representative of our geotechnical engineer of record must observe all footing excavations prior to concrete form placement and verify the placement and compaction of backfill fill material. General Develop and maintain site grades that will rapidly drain precipitation and surface runoff away from the foundation and subgrade soils both during and after construction. CONTINUING SERVICES Two additional elements of geotechnical engineering services are important to the successful completion of this project. 1. Consultation with GN Northern during the design phase. This is essential to ensure that our findings are appropriately incorporated in the final design considerations related to the project and any changes in the design concept consider geotechnical aspects. 13 li __ Northern, Inc. 2. Testing and monitoring during construction. GN Northern, Inc. may be retained during construction to provide both the soil compaction testing and concrete control testing inspection services. 14 M . Northern, Inc. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The findings submitted in this report are based upon the data obtained from three (3) exploratory borings and nine (9) test pits completed at the site. The nature and extent of subsurface variations across the site may not become evident until construction. Also, subsurface conditions may differ at other locations and may change at these locations with the lapse of time. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, we should be advised immediately. Scott Tomren Imran Magsi, P.E. Project Engineer Senior Geotechnical Engineer oar 14 t► ti • ,• P r Q+ IV 1 0NAL 'EXPIRES / / - / / 15 APPENDIX APPROXIMATE TEST PIT /TEST BORING LOCATION PLAN 1 • KIWANIS PARK IMPROVEMENT PROJECT -"� YAKIMA WASHINGTON — - APPROXIMATE TEST BORING / TEST PIT LOCATION PLAN • n j 1 I , FIGURE 202 -309 -1 \ur .I 4„ — I/ c ) l \ „ '\. , — \ \ \ r'� - y ' J e \� �\ , / \ C F y - q ty �, (� l 1 \ ‘N •J'' ... -- .... ,,,,,,,,,,,, L.. , ,,..., , \ \ \ r... ....= .:,.• ,,_. ..... ..., _3_ ,, \ \, \ o , MOO tg ''''' .. ,... '• ........ .. ..0 / ••‘ \ ' •-•::::::\\`• \ , LL .�� / \ _ �\�� :? t b sin 1 �, ttt fl\ — 1 \ . 1 7o l� I \ \ ` '� \ '-^ - ' I � -• ` — - - Uf a ,i r _ 1 ] _IRONING » • -/ \ _ . + R` - ' ` 'ms s -" , . � * - • ,! —• -- -- -_— � � _. a A ' , 0 • \ i ■_„_,,.„ ". ,, . - • i. • .,.., ,. \ ,,,.) ..,, \ / , 1 „ i ,, .• i y•-...,, , - , . f , , :r-Ac.:.• c c- ‘, ........1.3.1s \ . \ \ ,_____-------. ■, N.,, / i . s \\I\ • \ \\ ' 1■9 ll 4 .. .1 ' ; ' 1 '.. 0 , ; ; Z (.,.._.....' -.-----‘ N':'.."'"--------7--: _ 'r .. i r \ , , - \ \ t _ _ It 1 „ \ ! \•• ' '.\.. : --- 1 ' /7/ \ \ . ' '' ''' ' 4TESTINT A I \ • . , I , 11.v, \ ' ; . sit — .... __ ' .. 'Ap ,..1 \ — 7, 4 I? - rr—. - = - — - Q 1 TEST PIT / TEST BORING LOGS TEST PIT TP -1 Test Pit Location: 75' N of NW corner of NW restroom Exc. Depth: 8 Location: Yakima, Washington Exc. Date: July 31, 2002 'roject Yakima Kiwanis Park Water Level: ND Project No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Topsoil - -- — - -- -- - TP z = -- ; 0 Sandy silt, brown, stiff, dry, non - plastic - ML ` -- 2 N Sandy gravel with cobbles, grey- brown, dry to slightly moist, GP . very dense w -:. woo - --- . f ism ., 0 -�- mum 3 --� ice- -fir E ID- -•ENNIIMIEr•` F- -fir i- +--- o r. ° 6,- --- 1 — 6 �- -- — -- u � o Imo - i 1 . � U I . - - ai i -..- MON - - —F +�--- 1 8 Test pit completed at depth (in feet BGS) of: 8 END E 7 0 d 10 Q 0 3 - r 0 y c u -- ti 6 12 N al 0 a H — - 14 Test Pit Page 1 Northern Inc. Test Pit Location: 220' N of 12th & Maple TEST PIT Tp..2 Exc. Depth: Location: Yakima, Washington Exc. Date: July 31, 2002 `roject Yakima Kiwanis Park Water Level: 5.5 rroject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Topsoil TP — } - } -- FILL -- Silty sand with gravel and small cobbles, glass and FL . . wood debris, mottled red - brown, moist, very dense ® . ® . ® . ,_ . : . - . III Eill RI II III III ® • . . . . . . . � ._. H - . . . F _ o) I _ . - . - O ® = . • I is III Sandy gravel with cobbles, grey - brown, moist to wet, very GP -. 'o - - o dense J.- -+� ___ 4 ; N —� 3 6" I g I I "..."' Elm -*- - -- >" �• mm. �+ • 1 LD NMI -f. — 6 Test pit completed at depth (in feet BGS) of: 6 END r E a 0 o O m ! it — 8 E - 0 ,, t 1; U _ 3 3 =10 d L 3 0 ,, y 0 U d - 12 0 1-1 r n , y 14 Test Pit Northern, Inc. Page 2 ic, • TEST PIT T P ..3 Test Pit Location: 250' N of Maple, 50' W of pond Exc. Depth: 6 Location: Yakima, Washington Exc. Date: July 31, 2002 `roject Yakima Kiwanis Park Water Level: 5 r'roject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Topsoil - — - - - - -- - — — } - 0 — —�--= . FILL -- Sandy gravel with cobbles, glass and wood debris, FL . - s - • : . . . mo red - brown, moist, very dense , . ® ® : ® - NI IN IN NI NI NI NI NI IM IN IN - - IN IN la - - IN IN IN - . IM IN SW IN . - . - — 2 N = - = . = - O N : . h - - W - - .1 . W - - . - .1 - • - - - - - 8. - . - . - - - • Sandy gravel with cobbles, grey- brown, moist to wet, very GP 3 dense �'_�� saw aim Test pit completed at depth (in feet BGS) of: 6 END 4 E u - O Q ■ ' U ai tL ^ 8 E 0 u r v 3 10 2. `m 0 H f, W u - 12 N Ol O m a 3 N - - -14 Test Pit Page 3 4 11s; 1 Northern, Inc. t • TEST �� - 4 Test Pit Location; 100' N of Beech, 20' W of E boundary �+ Exc. Depth: 8.5 Location: Yakima, Washington Exc. Date: July 31, 2002 Project Yakima Kiwanis Park Water Level: ND Project No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth FILL - Sandy silt with gravel and small amounts brick & metal i FL NI - ° 0 si debris, grey to brown, dry to slightly moist, medium dense : . : : : : . - . - . . - - - - - - - - - - . 5 . . - . - . - - - ® - 5 - no is IN 5 so gm . 5 5 - - sr - - - 2 e — — IN II IN III N . - NI - 5 163 — NI MS IN . • - - - - 0 ■ - - - III • • OE iii m Si MI EN IN 0 . . - . . , iii ill III . - . - - _- , on - . . 3 - - - - - - • . - - - Sandy gravel, brown, slightly moist, very dense GP , - '"- ' -��! Ci r Test pit completed at depth (in feet BGS) of: 8.5 END __ ,, 01 - j U 3 Q - - - 10 En ai m 3 __ 0 h c id v o _ - - N Ot 0 J v . 0. 0 . -- 14 Test Pit Page 4 Northern , Inc. i Test Pit Location: 150' N of Beech, 300' E of 15th TEST PIT TP -5 Exc. Depth: 7 Location: Yakima, Washington Exc. Date: July 31, 2002 ''roject Yakima Kiwanis Park Water Level: ND rroject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Sandy silt, brown, dry, medium dense SM r �� Gravel with sand, cobbles, and small boulders, brown, dry to GP .um __ slightly moist, very dense yam "— .�. -� 2 F +11 1•11111111111111m=--- "te 2 — NF— - 4 Ems 3 -ice ••4111111.• , —amosi-I > MEN •••Iummi m MIME r F I �- 7 Test pit completed at depth (in feet BGS) of: 7 END ui —8 • U 3 3 -- 10 ai 3 3 d —12 nl — 14 Test Pit Page 5 0 . 1 3 1 Northern Inc. Test Pit Location: 60' E of 15th, S edge of parking area TEST '� Exc. Depth: 6 Location: Yakima, Washington Exc. Date: July 31, 2002 °roject Yakima Kiwanis Park Water Level: ND Project No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Gravel /sand parking area _ _ I =�� Sandy gravel with silt and cobbles, grey, dry to slightly moist, GP mos very dense. Caving and sloughing from 1.5 feet BGS ..�' ems —� •41111111■ # moimismomis— O I � -lorf wow 4 :I- — MIN mansi 3 C7 F .0111111==-• -.mum - 6 Test pit completed at depth (in feet BGS) of: 6 END E u _ O U ci - -8 r 10 ai r 0 0 u - 12 O O 0) v ) H 14 Test Pit Page 6 le Northern, Inc. TEST PIT TP- / Test Pit Location: 175' S of Maple, 100' W of 15th Exc. Depth: 7 Location: Yakima, Washington Exc. Date: July 31, 2002 'roject Yakima Kiwanis Park Water Level: 6.5 eroject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Sandy silt with gravel, small amounts glass and brick debris, j FL NI E- • _ • - 0 so IN a ow grey- brown, dry, very dense • . - - . , • . . . • - . - - - - - 2 - - - . - . 0 no a no vs a - - IN - a . al a • - - Sandy gravel with cobbles, grey, slightly moist, very dense I GP 7 �" Elm "_ ! — 6 ° Test pit completed at depth (in feet BGS) of 7 END it -S s O . 4 ', N U 3 - 10 Q u d '. o -- 12 N -_ N Q 7 _ y -14 Test Pit Page 7 t/g Northern, Inc. Test Pit Location: 75' S of Maple, 100' E of 13th TEST piT T r® ® Exc. Depth: 5 Location: Yakima, Washington Exc. Date: July 31, 2002 - roject Yakima Kiwanis Park Water Level: 4.25 . roject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth . Sandy gravel with cobbles and silt, small amounts pipe and ; FL ■ . • _ . brick debris, brown, dry to slightly moist, very dense , - : : ® ® . . - ® ® - . . ' - ' - 2 • . . . . . L o ® . - . ! . ry - . ® . - . Sandy gravel, grey, slightly moist to wet, very dense ' GP - o °Mg ■ . �. 4 N , 3 1 ` --..--1_ i . •O. - Test pit completed at depth (in feet BGS) of: 5 END - r. v 6 a 0 0 a 1 U F ti k 8 . E 0 U t U Ul - U 3 3 Q 1— 1 0 to N O H L U d o 12 r. 0 -, Q 7 y � -- 14 Test Pit + '� Northern, or ern, Inc, Page 8 E Test Pit Location: 65' N of Beech, 80' E of 13th TEST PIT T P -9 Exc. Depth: 8 Location: Yakima, Washington Exc. Date: July 31, 2002 'roject Yakima Kiwanis Park Water Level: ND Project No: 202 -309 Logged By: ST Description Soil Graphic is Pit Depth Remarks Type Sandy silt, brown, dry to slightly moist, medium dense ML - -r 0 - 2 O O S -- 1 —4 - 6 1- i 6 Silty sand, grey, slightly moist, medium dense ( SM Sandy gravel with cobbles, grey, slightly moist, very dense GP nom - Test pit completed at depth (in feet BGS) of: 8 END 0 U N > —10 h O -- 12 0 O J � h 14 Test Pit Page 9 i ts3 i Northern Inc. TEST PIT B _ 10 Test Pit Location: 40' N of Maple, 50' E of SE Restroom Exc. Depth: 2 Location: Yakima, Washington Exc. Date: July 31, 2002 •oject Yakima Kiwanis Park Water Level: ND Project No: 202-309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth — — — — -. 0 Topsoil I TP Sandy silt with small amounts gravel, brown, wet, stiff, ML non - plastic 1 1 II L 1 12 Boring terminated on dense gravels at 2 feet BGS END C7 ' - -3 O � Ci ui ii 4 0 5 O _ ! U i -A y f Test Pit Page 10 A l Northern, Inc. Test Pit Location: 120' N of concession stand • TEST PIT BH - 11 Exc. Depth: 1.25 Location: Yakima, Washington Exc. Date: July 31, 2002 'roject Yakima Kiwanis Park Water Level: ND Project No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Topsoil — — — - -- j TP �- - 0 Sandy silt, brown, stiff, moist, non - plastic ML IL 1 I 1 1 r- 1 N Boring terminated in dense gravels at 1.25 feet BGS END ti m 0, I- - ., • 5 R - i r S 0 5 � ai LL -- 4 0 u • U r— 5 3 r ti .3 F- -V _ j I O J � a Test Pit Page 11 0 -4 1 ,Northern, Inc. • TEST PIT . i 2 Test Pit Location: 200' N of Maple, 30' E of pond Exc. Depth: 1 Location: Yakima, Washington Exc. Date: July 31, 2002 Project Yakima Kiwanis Park Water Level: ND 'roject No: 202 -309 Logged By: ST Description Soil Graphic Soil Remarks Type Test Pit Depth Topsoil — -- — i TP 0 Sandy silt with gravel, brown, stiff, moist, non - plastic ML • Boring terminated on dense gravels at 1 foot BGS END -- - T 1 O O 9. 2 E F —3 H 0 U LL - E ° U =- 5 ti y L u 7 0, 0 0. 7 h 7 Test Pit .' V arf em, Inc. Page 12 l��l ANALYTICAL DATA YAKIMA KIWANIS PARK PROJECT Yakima, Washington GN Northt:rn Healy Metals in Soil by EPA - 7000 Series - — -- – - -- – -------_...---- - - - - -- Lead (Pb) Arsenic (As) Sampi e Date EPA 7420 EPA 7061 Numb 31 Analyzed (mg/kg) (mg/kg) Methc d Blank 8/9/02 nd nd NE -1 8/9/02 nd nd NW -1 8/9/02 14 nd SE -1 8/9/02 26 nd SW -1 8/9/02 nd nd Metz d Detection L mits 5 5 "nd" I idicates not di tected at liste: detection limits. ANALYSES PERF( RMED BY: I >ean Phillips ' 'AK.IMA KV TANIS PARK PROJECT 'akima, Wash ngton ( ■ Northem QA, 'QC Data - Total Metals EPA -7000 Series Analyses • _ Sample Number: UST EW -1 Van x S �M_ ,i Spike •nuu`iX Spike Duplicate RPD Spiked 1, :easured Spike I Spiked Measured Spike Conc. Conc:. Re covery Conc. Conc. Recovery (mg/kg) 1 mf; / 4) ( %) (mg g) (mf5/k6) ( %) ( %) Lead 125 116 93 125 121 97 4.22 Arscnic 125 103 82 125 111 89 7.48 Labors ory Control Sample Spiked 1,:easured Spike Conc. Conc.. Recovery (mglicR) ( 4) ( %) Lcad 125 123 98 Arsenic 125 114 91 ACCEJ 'TABLE RECC /ERY LIMITS ' OR MATRIX SPIKES: 65%-135% ACCEJ'TABLE RPD IL 35% ANAL tSES PERFOR IED BY: Dear Phillips TOP SOIL ANALYTICAL DATA • • DATE : _4ugust 12, 2002 FAX TO CLIENT: 509/248 -4220 • REPORT: S 3243 AGRI- CHECK, INC. CLIENT: G N NORTHERN Agricultural Testing Laboratory GROWER: KIAWANAS PARK SAMPLED: L. MAZIE 323 Sixth St. - R.O. Box 1 350 AG RI • FIELD: #3 SOUTHSIDE OF TREE - SOUTHEAST OF POND Umatilla, OR 97882 CHECK CROP: 800-537-1129 * 541-922-4894 � , .. ♦ t, i , :!u, S ^. xJS!.v�4[�t( . "J �LR{ L ^lYri.iirIY SOIL ANA�.YSI���REPC�i#T'�` _ <<:�a NITROGEN MOISTURE Lab Depth pH S.Salt 0. M. P K Ca Mg NO3 NH4 S B Zn Mn Cu Fe CEC Na Total Base SMP Total Avail. TKN CI No. Foot mmhos % ppm ppm meq meq #/A #/A ppm ppm ppm ppm ppm ppm meq meq Bases Sat.% Buf.pH % Inches % ppm 2387 0 -6" 6.6 0.18 4.4 41 426 11.0 2.8 26 10 8.0 0.3 10.6 11 4.1 92 14.9 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** TOTALS: 26 10 TOTAL INCHES: TOTAL BROADCAST FERTILITY NEEDS: • YIELD GOAUACRE: SOIL TEXTURE ANALYSIS: NITROGEN: LBS PER ACRE N ACRES: PHOSPHORUS: LBS PER ACRE P205 PREVIOUS CROP: CLASS: POTASSIUM: LBS PER ACRE K20 GYPSUM REQUIREMENT: TONS PER ACRE 6- INCHES SULFUR: LBS PER ACRE ACTUAL S LIME REQUIREMENT: TONS PER ACRE 6- INCHES % SAND: BORON: LBS PER ACRE ACTUAL B DOLOMITE REQUIREMENT: TONS PER ACRE 6- INCHES % SILT: ZINC: LBS PER ACRE ACTUAL Zn % CLAY: MAGNESIUM: LBS PER ACRE ACTUAL Mg PREPLANT: OTHERS: SIDEDRESS: COMMENTS: • PLANT TISSUE ANALYSIS REPORT Lab FIELD: Total Nitrate S P K Ca Mg B Zn Mn Cu Fe Chloride Na Moisture No. DESCRIPTION: N % N ppm % % % % % ppm ppm ppm ppm ppm ppm ppm NOTE: East of Cascades Bicarb P & K extraction /SMP =1/4 SMP Buffer pH; West of Cascades Weak Bray P and Acetate K extractions. Fertility recommendations may change after application of gypsum or lime. IJA if : au1YSt ins, .dais raA 1 lit taws 1s 1: OU719i -4iAU REPORT: s 3241 AO R I - CHECK, I NC . �„r- •.,,, CLIENT: 0 !4 NORTHERN oarlutturml Taist1ria I-aborestory .de . tiFNifflue r iT*Ans* rAnn SAMPLED: L. MAZIE 323 Sixth 2t. - P.O. Box 130A (!!!!!!!RI FIELD: FIELD 50 SOUTH OF MAPLE Umattlfla, OAR 137BB 2! CHECK CHOP: 800 -537.1 122 * 541.9122.489/4 RgrigenfrignrIMMINNOMMEMININIIIMMEMMENUMNIMEMOMIIIIMINIMEIMMIIMIN NITROGEN MOISTURE Lab Depth pH S.Sa t 0. M. P X Ca Mg NO3 NH4 S B Zn Mn Cu Fe CIEC 14a Total Base SMP Total Avail. TKN CI No. Foot mmhos % ppm ppm meq meq 14A i`1A ppm ppm ppm ppm ppm ppm meq meq Bases Sat% BuLpH % Inches % ppm 2384 1 7.7 0.56 7.1 152 1169 21.2 3.7 145 48 18.4 3.0 50.7 34 4.8 32 27.9 • i * ** *x **i iii** **4 *..*x * **• * * * * * * * * #11 * * * * *** ** * ** * ****.* ******* ** **- ** *** * **. * ** ** ****** }sir * # **k*#** #.F'** *.****** ** * TOTALS: 145 48 TOTAL INCHES: TOTAL BROADCAST FERTILITY NEEDS: YELD GOAUACRE: • sum TEXTURE ANALYSIS: NITROGEN: LEIS PER ACRE N ACRES: PHOSPHORUS: LDS PER ACRE P205 PREVIOUS CROP: • CLASS: POTASSIUM WS PER ACRE K20 GYPSUM REQUIREMENT: TONS PER ACRE 4-INCHES SULFUR: LDS PER ACRE ACTUAL 8 • LJME REQUIREMENT: TORS PER ACRE ACHES %SAND: BORON: 1.85 PER ACRE ACTUAL 8 DOLOSQTE REQUIREMENT: TONS PER ACRE 8- INCHES % SILT: ZINC: MS PER ACRE ACTUAL Zn % 4;I.AY: ..... nrf •/./or a...mai .R. nomu muT. MPNiHLdnlai.. L*J.i 1 LlflYY.a. 1P... 1 WPM,. elf 0 0.11.0 _ OTHERS: COMMENTS: ::::::=7...:::::. TM AEIT "Ty cm It AiIAI VCIC OCOlIDT Lab FIELD: Total Nitrate S P K Ca MO Et Zn Mn Cu Fe Chloride Na Moisture No. DESCRIPTION: N % H ppm % % % % % ppm ppte ppm ppm ppm ppm ppm % UA 1 L : August MO :CW:t FAX TO CLIENT: 5O9Z48 4220 REPORT: 53241 At3R I -CHECK . INC. CLIENT: G N NORTHERN tottaintftH: nIWA1e112 rA1[Il SAMPLED: L. MAZIE 323 Sixth St. - P.D. Sox 1350 AGRI FIELD: FIELD 150 WEST OF BEECH - WITH GRAVEL Umatilla, OP 997882 CHECK CROP: 1300-537-1128 * 541-822-4894 aa• NITROGEN MOISTURE Lab Depth pH S.Salt O. M. P K Ca Mg NO3 NH4 S B Zn Mn Cu F. CEC Na Total Base SMP Total Avail. TKN CI No. Foot mmhos % ppm ppm meq meq WA WA ppm ppm ppm ppm ppm ppm meq meq Bases Sat. %0uf.pH % Inches X. ppm 2385 1 7.0 2.62 5.1 126 1115 25.2 2.4 101 47 196.8 2.3 33.3 26 4.8 22 30.5 r * *** ** *iirw* * *** *,iii.* * *w**## #t * * * * + > #: * *** i*.*** * *#* ** * ** * *** * * *1,* # ** tit * *! * * * *x *i # * * **** * *at * * * * ** * *irk * * * * *iw* TOTALS : 101 47 TOTAL INCHES: TOTAL BROADCAST FERTILITY REDS: . • YIELD GOAUACRE: SOIL TEXTURE ANALYSIS; NITROGEN: LSS PER ACRE N ACRES: PHOSPHORUS: LBS PER ACRE P205 PREVIOUS CROP: CLASS: POTASSIUM: LEIS PER ACRE K20 GYPSUM REQUIREMENT: TONS PER ACRE 6-INCHES SULFUR: LBS PER ACRE ACTUAL S UNE REQUIREMENT: TONS PER ACRE 6 -INCHES % SAND: BORON: LDS PER ACRE ACTUAL B DOLOMITE REQUIREMENT: TONS PER ACRE 6- I1ICHES % SILT: ZINC: US PER ACRE ACTUAL Zn % CLAY: _ _ ..MlV17LJNA. LO.71 CJ{!'V4RG I4{.1�//.L Illy rriil'LMR1. OTHERS: � �.�.1� VIYL:YRfAV. COMM EN S: 1'11 A urr "eta! =a le a{ e i a11 vmEa rmerbran r Lab FIELD: Total Nitrate S P I( Ca Mg 8 in Mn Cu Fe Chlodde Na Rolston: No. DESCRIPTION: N Y. 14 ppm 1 1 1 Ye 1 ppm ppm ppm ppm ppm ppm ppm .. _ . _. _._. va.wwci scan tsar r ai +u rwoaulo 11 wu awul4S. rtmunq ILMiI11 iwivatUt.4J sridq U Idn9G dilti 1:10PC41011 01 gypsum Of me. SOP REFERENCES FOR ANALYTICAL TESTING Methodology Request SOP References from Agri- Check, Inc. Extractable Zinc, Manganese, Iron, Copper & Boron DTPA Method • American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 19- 3.3: pg. 331 -333 Electrical Conductivity or Soluble Salts (1:2) sample: water American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 10- 2.3.2 pg. 169 Organic Matter Modified Walkley Black Procedure American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 29- 3.5.2 pg. 570 -571 Phosphorous Olsen Sodium Bicarbonate Method American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 24-5.4 pg. 421 Potassium Modified Olsen Sodium Bicarbonate Method - American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 13 -3 pg. 228 -230 Soil Ammonium Modified Indopheno/Blue Method American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 33 -7.3 pg. 674 -676 Soil Nitrate Chromotrophic Acid Method Sims. J.R and C.D. Jackson 1971 Soil Science Society of America Procedures 35: pg. 603 -606 Soil pH (1:2) sample: water American Society of Agronomy: Methods of Soil Analysis Part 2- Second Edition 12 -2.6 pg. 206 -209 Texture Analysis Hydrometer Method American Society of Agronomy: Methods of Soil Analysis, Part 1- Second Edition 15 -5 pg. 404 -408 Calcium, Magnesium, Sodium, Potassium Ammonium Acetate Extraction American Society of Agronomy: Methods of Soil Analysis, Part 2- Second Edition 13 -3 pg. 229 and 14.3.3 pg. 257 Total Bases is the sum of calcium, magnesium and potassium (all in milliequivilants). REFERENCE SHEETS IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsurface conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical- related delays, cost - overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT- SPECIFIC FACTORS A geotechnical engineering report is based on a subsurface exploration plan designed to incorporate a unique set of project - specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors considered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and subsequent laboratory testing are extrapolated by geotechnical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activity, and appropriate foundation design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between materials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to identify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly changing natural forces. Because a geotechnical engineering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geotechnical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or groundwater fluctuations may also affect subsurface conditions and thus the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. ASFE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geoteclmical engineers reports are prepared to meet the specific needs of specific individuals. A report prepared for a consulting civil engineer may not be adequate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No individual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design professionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design professionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring Logs are developed by geotechnical engineers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid preparation. When this occurs, delays, disputes and unanticipated costs are the all- too - frequent result. To minimize the likelihood of boring log misinterpretation, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed under the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. The situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem, geotechnical engineers have developed model clauses for use in written transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geotechnical engineer will be pleased to give full and frank answers to your question. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mitigate risk. In addition, ASFE has developed a variety of materials which may be beneficial.. Contact ASFE for a complimentary copy of its publications directory. ASFE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES KEY CHART FOR CLASSIFICATION OF SOILS Northern, Inc. I lltS Kirkland, Yakima, Kennewick, Hermiston (OR) KEY CHART SRizz `,.s' 6 :1 a *f i �� 3 " %. -; m 3-- a- - .` 21.7 m1 r i.s' �,,, .`'�•,-°`, :9 ;. g " _ =.,4c r. i ce .,. ; } 5! `^ ix -i� ff{ , -a3 3 .? .-A� .k41g 5. a ` ,k. n ��a�x A� gn1 4 v -,} ^� � wFOw n� a' : ta r.: S�°�.xb _`� K �m ._ .,� _rva.:$'_. .. ._,•.__+'-. : sa -zy.:, �a.n . _��.'�'. ^3^5.,++� -?T--� _ � } x::.�'_� 3 Y� �> c_ _ ,Rk � . z .. .a ? t �'3' -°'�.,,, c COARSE - GRAINED SOILS FINE- GRAINED Sous DENSITY N ($LOWS/FT) FIELD TEST CONSISTENCY N (BLOWS/FT) FIELD TEST Very Loose 0 - 4 Eacily penetrated with 54 -inch reinforcing V y Soft 0 _ 2 Easily penetrated several inches by rod pushed by hand thumb Loose 4 - 10 Difficult to penetrate with 'A-inch reinforcing rod pushed by hand SoR 2 - 4 Easily penetrated one inch by thumb Easily penetrated with 14 -inch rod driven Paaetrated over Medium -Dense 10 - 30 with a 5-lb hammer Medium-Stiff 4 - R moderate effort by thumb with Dense 30 - 50 Difficult to penetrate with '/z -inch rod Stiff 8 -15 Indented about V2-inch by thumb but driven with a 5-11, hammer penetrated with great effort Very Dense > 50 penetrated only a few inches with 54 -inch Very Stiff 15 - 30 Readily indented by thumb rod driven with a 5 -lb hammer Hard > 30 Indented with difficulty by thumbnail 8 - ' .ti-V'o .. -m_.. i- - Y. ' i'.f, 4'-< ,c x..-.: Ari r- .ms - -.� r ,,. "x,' +1 = -1 . y . 3 1 y , ...r,—.„-A-,.. ' o r g : . :s � .v:.: m�-d ` �s' � ,.$ 'aaa`" <tf��'�.�r:?.' � `�'�L�:,,.. 5 . , -x �`� « c . MAJOR DIVISIONS GROUP DESCRIPTION / 2S 2' OD Split Gravel and Gravel ► l, GW Well-graded Gravel Spoon (Syr) Gravelly Soils (with little or no fines) s= 111 GP Poorly Graded Gravel 3S 3" OD Split Coarse - <50% coarse SPA Grained faction passes Gravel GM Silty Gravel ❑ N S Non- Standard Soils #4 sieve (with >12% fines) 4 ; GC Clayey Gravel <50% Sand and Sand SW Well- graded Sand 5R, ST Shelby Tube passes #200 Soils (with little or no fines) SP Poorly graded Sand m sieve >50% coarse CR Core Run fraction passes Sand SM Silty Sand #4 sieve (with >12 %fines) SC Clayey Sand ® BG Bag Sample MI, Silt F3 Tv Torvane Fine- Grained Silt and Clay CL Lean Clay Reading Soils Liquid limit < 50 I PP Penetrometer OL Organic Silt and Clay (low plasticity) Reading >50% MH Inorganic Silt ❑ NR No Recovery . passes #200 Silt and Clay _ di sieve liquid Limit > SO CH Inorganic Clay g OH Organic Clay and Silt (med. to high plasticity) GW Groundwater Highly Organic Soils PT Peat T. Table _ -is, G ,.Aa' 4s . :,... 4 -' , / � i ; i .i V� r y a tt 1 ; } i `a t,� DESCRIPTION RANGE DECIPTION FIELD OBSERVATION J k a 3' 'T ; tai Trace <5% Dry Absence of moisture dusty, dry to the tout ,.-..--::,, ; '1 r a L' " ' Little 5% - 12% Moist Damp but not visible water ° 1. Group Name Some >12% Wet V rsftde free water 2. Group Symbol a!wzu %- �:2.,3p , v;fi ;w��5 t{ � ;:Altff'c - � : yl'I f/''iI ,; g F t <.r., _• i—', - - .€..w z2+: . 4 .' a - a 'J l,,ys t5.,3 ..7. '`r `fie: l : q pi i° li 3? . ''. 3 f!s 'b Y l "� i 4:k.,. ( ar *1 � f 4 4 ; *i . k, v 3. Color ..:.<s:s :. � , s . _, ;, � -s::�: r .�� � � .K.'�.nce�I. �?� rs��'sln'..u:.�;� �sWz,0- 4. Moisture contest SIEVE SIZE 12' 3' 3/4' 4 10 40 5 • Density / consistency 200 GRAIN SIZE (INCHES) 6. Cementation 12 3 0.75 0.19 0.079 0.0171 0.0029 7. Particle size (if applicable) Boulders Cobbles Gravel Sand 8. Odor (if presort) Coarse Fine Coarse Medium Fine Silt and Clay 9. Comments .inditions shown on boring and testpit logs represent our observations at the time and location of the fieldwork, modifications based on lab test, analysis, and geological and engineering Judgment These conditions may not exist at other times and locations, even in close proximity thereof. This information was gathered as part of our investigation, and we are not responsible for any use or interpretation of the information by others.