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HomeMy WebLinkAboutColumbia Asphalt and Gravel, Inc. - Franklin Park Parking Lot RehabilitationG C. 6r. I::: City of Yakima Engineering Division Franklin Park Parking Lot Resurfacing Construction Contract Specifications & Bid Documents City Project Number 2351 129 North Second Street Phone (5091 75-61 I I Yakima WA 98901 a . / Fax ! X09) 576 -6314 March 2013 �� m� m m m m m m m m m m m s m m m w.w .n � .,w.�o � v.,v uv a wv.vv a vu.uu a i.vw.uu I 19 PAINT LINE 4000 LF $ 02 $ 2 000 00 S 1 20 800 00 $ 0 18 $ 720 00 20 PAINTED ACCESS PARKING SPACE SYMBOL 4 EACH $ 50.00 $ 200.00 $ 200.00 S 800.00 $ 55.00 $ 220.00 Tax 11 Il I V I Al .. I I $ 211 363 �9 I I $ 216 730 01 I I $ 219 426 35 I I I I -Al , CITY Cklttl "ICCDO oennor ;OMPETITIVE BIDS W ALL BIDS HAVE BEEN RECOMMEND THE CI Aspha y l9 t3 DATE D E CITY OF YAKIMA Franklin Park Parking Lot Resurfacing PROJECT NO. 2351 DATE: 4/16/2013 FILE: wityen,&-g- ages18i1Sw (,es SHEET 1 OF 1 CEMENT CONC. CURB RAMP, TYPE SINGLE DIRECTION A EACH $ 2,000.00 $ 2,000.00 $ 1.G45 ^0 S 1,045AG $ 1,100.00 $ 1,100.00 I15 16 CEMENTCONCRETE SIDEWALK Till Sy $ 40.00 $ 200.00 $ 55.00 S 275.00 $ 65.00 $ 325.00 I 17 ILLUMINATION SYSTEM, COMPLETE LS $ 25,000.00 $ 25,000.00 $ 24.850.00 S 24.850 00 $ 24,000 00 $ 24,000.00 w.w .n � .,w.�o � v.,v uv a wv.vv a vu.uu a i.vw.uu I 19 PAINT LINE 4000 LF $ 02 $ 2 000 00 S 1 20 800 00 $ 0 18 $ 720 00 20 PAINTED ACCESS PARKING SPACE SYMBOL 4 EACH $ 50.00 $ 200.00 $ 200.00 S 800.00 $ 55.00 $ 220.00 Tax 11 Il I V I Al .. I I $ 211 363 �9 I I $ 216 730 01 I I $ 219 426 35 I I I I -Al , CITY Cklttl "ICCDO oennor ;OMPETITIVE BIDS W ALL BIDS HAVE BEEN RECOMMEND THE CI Aspha y l9 t3 DATE D E CITY OF YAKIMA Franklin Park Parking Lot Resurfacing PROJECT NO. 2351 DATE: 4/16/2013 FILE: wityen,&-g- ages18i1Sw (,es SHEET 1 OF 1 1 1 1 1 DEPARTMENT OF UTILITES AND ENGINEERING Debbie Cook, PE, Director Douglas Mayo, PE, City Engineer Engineering Division 129 North Second Street Yakima, Washington 98901 (509) 575 -6111 • Fax (509) 576 -6305 ADDENDUM NO. 1 TO THE BID DOCUMENTS AND SPECIFICATIONS FOR THE CITY OF YAKIMA, WA For: Franklin Park Parking Lot Resurfacing City Project No.: 2351 TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: REVISED BID OPENING: Tuesday, April 16th, 3:00 pm, City Hall Council Chambers This ADDENDUM is to be considered as much a part of the contract provisions as if it were included I the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal from prior to bid opening. APPROVED: Brett H. Sheffield, P.E. Date Chief Engineer Addendum No. 1 END OF ADDENDUM NO. 1 Page 1 of 1 April 5, 2013 1 N DEPARTMENT OF UTILITES AND ENGINEERING Debbie Cook, PE, Director Douglas Mayo, PE, City Engineer Engineering Division 129 North Second Street Yakima, Washington 98901 (SO9) S7S -6111 -Fax (SO9) S76 -630S ADDENDUM NO. 2 TO THE BID DOCUMENTS AND SPECIFICATIONS FOR THE CITY OF YAKIMA, WA For: Franklin Park Parking Lot Resurfacing City Project No.: 2351 TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Construction Contract Specifications and Bid Documents shall be modified as follows: ITEM 1. Standard Specifications; Special Provisions Section 8 -20: 8 -20 Illumination, Traffic Signal Systems, and Electrical 8- 20.3(10) Electrical Service (Page 93) The first paragraph of this section in the Construction Contract Specifications and Bid Documents is deleted and replaced with the following: A new 120/240V electrical service shall be provided where and as shown on the Plans. The Franklin Park Rotary Pavilion Project will be responsible for all the portion of work relating to the pavilion. Coordinate electrical construction work with the electrical contractor for the Pavilion project. A. State electrical permit will be required for the services. All wiring and equipment shall conform to the appropriate electrical codes. The Contractor shall provide all materials required which are not supplied by Pacific Power necessary for the parking lot lighting. Installation and materials shall meet the requirements of Pacific Power. ITEM 2. Standard Specifications; Special Provisions Section 8 -29: This section in the Construction Contract Specifications and Bid Documents is deleted in its entirety. Addendum No. 2 Page 1 of 4 April 9, 2013 ' ITEM 3. Standard Specifications; Special Provisions Section 9 -29: 9 -29 Illumination, Signal, Electrical 9 -29.1 Conduit, Innerduct, and Outerduct Supplement this section with the following: ' All underground conduit shown on the plans shall be schedule 40 PVC (electrical grade - gray color), with pull rope. Additional materials to be installed on this project include, but are not limited to, junction boxes cables and electrical ' conductors. The pull rope shall be a 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051- 4 -1/8), and shall be installed in each conduit run with two (2) feet doubled back at each termination. When cable is pulled; this rope shall be re- pulled along with the cable. ' 9 -29.2 Junction Boxes Supplement this section with the following: Junction boxes shall be Quazite- PG Style, or approved equivalent, called out on the Plans as Junction Boxes: Type -1 (13" x 24). They shall be constructed of ' polymer concrete and reinforced by a heavy -weave fiberglass, and they shall have a design load of 22,500 lbs. and a test load of 33,765 lbs.- in compliance with 2005 NEC, and meet SCTE 77 /ANSI Tier 22 test provisions. The enclosures shall be stackable with finished depths of 12" to 48 ". See Quazite Details for all technical data for each of the three enclosure sizes specified. 1 9 -29.6 Light and Signal Standards This section is supplemented with the following: 9- 29.6(6) Aluminum Light and Signal Standards (NEW SECTION) ' Light standards for this project shall be as shown on the City of Yakima Standard Detail. ' The shaft of the Aluminum Light standards and arms shall be spun tapered from all new seamless 6063 alloy aluminum tubing and shall be heat treated to T6 temper. Each shaft shall have a minimum of 6" straight length at the top to accommodate the center hub of the tapered arm. The anchored base shall be cast from A356 alloy aluminum. The anchor base shall be heat treated to a T6 condition. The anchor base casting and shaft shall be joined by a continuous and circumferential weld at the outside top and inside bottom of the anchor base. The completed assembly will be heat treated to T6 temper after all structural welding is completed. A356 alloy aluminum nut covers shall be included with each anchor base unless otherwise specified. The light standard base shall be of the "fixed" type. ' Accessories shall include anchor bolts (each with two heavy hex nuts and washers) as sized by the manufacturer, bolt templates, full base covers, and pole end caps. Addendum No. 2 Page 2 of 4 April 9, 2013 1 t 1 u t All light standards, arms and accessories shall be supplied by the same manufacturer. Light standards have six -foot (6) arms, and shall provide a nominal fixture mounting height of thirty feet (30'). Handholes shall be 4 inches by 6 inches and shall be located 18 inches above the base. A 1/2 -inch NC ground stud shall be located inside the handholes. Davit arm members shall be conically tapered from 6" 0. D. x .188" wall 6063 alloy extruded aluminum tube. The fixture end of each arm shall be a 2 -3/8" O.D. (2" pipe size) tenon. The davit arm slip shall fit onto a specially tapered pole top tenon where it will be fastened with two stainless steel 5/8" — 11 UNC through bolts. 9 -29.10 Luminaires Supplement this section with the following: All new luminaires shall be installed as shown on the plans. All new luminaires .(fixtures) shall be LED -type with the following specifications: BETA LED- #STR- LWY- 3M- 08- C- UL -SV. Equivalents and /or alternate wattage LED's shall be pre - approved by the City and Traffic Engineers. 9- 29.12(1) Illumination Circuit Splices Revise this section as follows: The Contractor shall use only 3M Scotchcast, or pre- approved equal, watertight and non re- enterable splice kits for light circuit wiring splices in junction boxes. Otherwise, all standard NEMA/UL and IMSA- approved splicing methods shall be allowed for multi- conductor and single wire splicing that is required in new signal poles including locations adjacent to specified closable hand hole openings. 9 -29.24 Service Cabinet (Electrical) Supplement this section with the following: The electrical service for the parking lot lighting shall be a Service Cabinet Type D, as manufactured by Skyline Electric & Mfg. Co. Inc. or approved equal installed for joint usage with the Franklin Park Rotary Pavilion Project at the location shown on the plans. All appurtenances necessary for the lot lighting shall be installed by this contract and any necessary for the pavilion project will be acquired and installed by others. The service shall be inspected by L &I and the applicable local utility company (Pacific Power & Light) for temporary and final service drops, meter and service inspections and permits. The new service shall meet all applicable Electrical codes. ITEM 7. Details: Additional Details: The listed detail sheets attached to this addendum are to become a part of the Construction Contract Specifications and Bid Documents: Addendum No. 2 Page 3 of 4 April 9, 2013 E1 Modified Standard Plan J -3c - Service Cabinet Type D ITEM 8. Plans: New Plan Sheets Remove the plan sheet numbered 3, and replace with the attached plan sheet numbered 3 labeled "Addendum No. 2 ", dated April 9, 2013. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included I the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal from prior to bid opening. APPROVED: Brett H. Sheffield, E. Chief Engineer /-1 -1� -VS Date * ** END OF ADDENDUM NO. 2 * ** Addendum No. 2 Page 4 of 4 April 9, 2013 ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE mo LED LUMINAIRE BETA LED #STR- LWY- 3M- 08- C -UL -SV T MAX. HANDHOLE 2" NPS,SCH. 40, 2 3/8" O.D. TENON 6' (TYP.) OR AS SPECIFIED 3 DAVIT ARM 6063 -T6 ALUM. TAPERED 6" X 3 1/2"X.188" WALL, SATIN GROUND FINISH, 80 GRIT. RADIUS = 5-9" SLIPOVER JOINT, -SHAFT INSERTED 12" INTO DAVIT ARM, (2) 5/8" X 7' LG. S/S HEX HEAD BOLTS, -NUTS, FLATS & LOCK WASHERS LOCK THE ASSEMBLY. ELIMINATE ALL SLACK INSULATED GROUNDING BUSHING I I Cl) BOND �� INSTALL COMPLETE WITH t BOLT COVERS QUICK DISCONNECTS (STD. J -BOX I SPEC. 9 -29.7) ;/ i ^1/ NOM. GROUT PAD WITH 6063 -T6 ALUM SHAFT TAPERED t 1/2" DRAIN HOLE 1" MAX. T Z 1" CHAMFER :-� N #4 HOOPS AT CENTERS 2" SCHD. 40 PVC CONDUIT EIGHT #7 BARS EVENLY SPACED PORTLAND CEMENT CONCRETE CL. 3000 (SEE POLE FOUNDATION DETAIL) 5/8"x 10' -0" COPPER -CLAD GROUND WIRE FLUSH w/ SIDEWALK 8" X 6" X .250 WALL SATIN � 11 II -1 • '�JI"II; II • II ' •J 1 II a I I, II' // II4 .1177. II — =lY. • .. � 1 1 e y 'd' N C� - v 4 ". 4 a 3' SQUARE OR ROUND GROUND FINISH, 80 GRIT 4" X 6" FLUSH HANDHOLE C/W S/S HARDWARE & GROUND WIRING CAST ALUM. SHOEBASE (COMPLETE) LIGHT BASE SHALL BE 2" ABOVE NEAREST CURB PLANTER CURB ­_ L POLE PLACEMENT PER PLAN � OR AS APPROVED BY CITY ENGINEER in NOTE: 1. All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHAL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO APPROVAL. 4. POWER SERVICE SHALL BE PAD MOUNTED PER DETAIL. 5. POWER SUPPLY TO ALL POLES SHALL BE THROUGH UNDERGROUND CONDUIT. 6. POWER SERVICE SHALL BE METERED. 7. POLES SHALL BE PLUMBED. 8. LUMINAIRE SHALL BE ANGLED ABOVE HORIZONTAL PLANE AS DIRECTED BY ENGINEER. of ��� City Of Yakima Engineering Division 129 North Second Street ;;;� +••• Yakima, Washington ADDENDUM #2 City of Yakima - Project Detail PARKING LOT LIGHT NOT TO SCALE E1 MODIFIEC CABINET WIDTH 200 AMP TYPE 120rL40le SERVICE CABINET WITH FACTORY INSTALLED TEST BYPASS FACILITY THAT 1. SEE STD. SPECIFICATION 9- 29.24, SERVICE CABINETS. 8. ALL BUSSWORK SHALL BE HIGH GRADE COPPER AND PULL POSTS AS SHOWN 2. HINGES SHALL HAVE STAINLESS STEEL OR BRASS PINS. ON STD PLAN L -2 ® p 4" DIAM. x 1l2" DEEP SUMP. I SLOPE FOUNDATION 3. CABINETS SHALL BE RATED NEMA 3R AND SHALL INCLUDE TWO RAIN TIGHT VENTS. TOWARDS SUMP. 318" DIAM. � `J TEST SWITCH (SPOT SNAP ACTION, POSITIVE CLOSE, 15 AMP POLYETHYLENE OR COPPER EQUIPMENT AS SHOWN IN THE BREAKER SCHEDULE. DRAIN PIPE. SLOPE TO DRAIN EACH DOOR SHALL BE GASKETED. INSTALL BEST CX b OUTSIDE FOUNDATION. , 0 PHOTOELECTRIC CONTROL, STD. SPEC. B - 29.11(2) F PHOTOCELL ENCLOSURE TO PERMIT 360 DEGREE DOOR HINGE DETAIL, STANDARD PLAN J -3b. CONCEALED HEAVY DUTY STAINLESS STEEL LIFT OFF HINGES ARE SI DE - 7 SIGNAL BREAKER (SEE BREAKER SCHEDULE) TTI .12" ._ '1 SEE _: -:: __ B CONTACTOR (SEE BREAKER SCHEDULE) O DETAIL A 4 "TO - FROM" CODED TAGS LABELED WITH THE CODE (TYP.) 2' 1" NOTE: INSTALL FOUNDATION AS LETTERS AND /OR NUMBERS SHOWN ON THE SCHEDULES. APPROVED PVC OR POLYOLEFIN MARKING SLEEVES SLAB SECTION UNLESS POSITION DOOR STOP ASSEMBLY. IDENTIFIED FOR CONST- _ RUCTION 12" L_�Zrl 12 CONTRACT PLANS. N 4' -0" CABINET WIDTH THE PHOTOCELL ENCLOSURE SHALL BE STAINLESS STEEL PLUS 18" FRONTAGE ROAD + MAINLINE 12. A 1% TOLERANCE IS ALLOWED FOR ALL DIMENSIONS. ROADWAY FRONT VIEW SIDE VIEW FABRICATION. TYPE 5052 - H32 ALUMINUM WITH 518"x 5.8" OPENINGS EQUIVALENT TO Slr EXPANDED STEEL MESH INSTALLATION DETAIL 2'] SEE NOTE 4 20 CONDUIT COUPLING (TYP.) SEE NOTE 14 — ASPHALT OR CONCRETE GENERAL NOTES KEY (DI METER BASE PER SERVING UTILITY REQUIREMENTS. AS A MINIMUM, THE METER BASE SHALL BE SAFETY SOCKET BOX 200 AMP TYPE 120rL40le SERVICE CABINET WITH FACTORY INSTALLED TEST BYPASS FACILITY THAT 1. SEE STD. SPECIFICATION 9- 29.24, SERVICE CABINETS. 8. ALL BUSSWORK SHALL BE HIGH GRADE COPPER AND MEETS THE REQUIREMENTS OF EUSERC DRAWING 305. 2. HINGES SHALL HAVE STAINLESS STEEL OR BRASS PINS. SHALL EQUAL OR EXCEED THE MAIN BREAKER RATING. O MAIN BREAKER (SEE BREAKER SCHEDULE) ALL BREAKERS SHALL BOLT ONTO THE BUSSWORK 3 PHOTOCELL BREAKER (SPST 15 AMP - 120240 VOLT) 3. CABINETS SHALL BE RATED NEMA 3R AND SHALL INCLUDE TWO RAIN TIGHT VENTS. JUMPERING OF BREAKERS SHALL NOT BE ALLOWED. BUSSWORK SHALL ACCOMMODATE ALL FUTURE � `J TEST SWITCH (SPOT SNAP ACTION, POSITIVE CLOSE, 15 AMP 4 METERING EQUIPMENT DOOR SHALL BE PAD LOCKABLE. EQUIPMENT AS SHOWN IN THE BREAKER SCHEDULE. - 1201277 VOLT "T- RATED) EACH DOOR SHALL BE GASKETED. INSTALL BEST CX 9. THE PHOTOCELL UNIT SHALL BE CENTERED IN THE 0 PHOTOELECTRIC CONTROL, STD. SPEC. B - 29.11(2) CONSTRUCTION CORE ON BOTTOM DOOR. SEE DOOR PHOTOCELL ENCLOSURE TO PERMIT 360 DEGREE 06 BRANCH BREAKER (SEE BREAKER SCHEDULE) HINGE DETAIL, STANDARD PLAN J -3b. CONCEALED HEAVY DUTY STAINLESS STEEL LIFT OFF HINGES ARE ROTATION OF THE PHOTOCELL WITHOUT REMOVAL OF THE PHOTOCELL UNIT OR PHOTOCELL ENCLOSURE. 7 SIGNAL BREAKER (SEE BREAKER SCHEDULE) ALLOWED AS AN TO DOOR HINGE DETAIL 10. ALL INTERNAL WIRE RUNS SHALL BE IDENTIFIED WITH B CONTACTOR (SEE BREAKER SCHEDULE) O A DARD PLANE SHOWN IN STANDARD PLAN DOOR UPPER DOOR SHALL HAVE 2 HINGES AND LOWER DOOR SHALL HAVE 3 "TO - FROM" CODED TAGS LABELED WITH THE CODE OB RECEPTACLE BREAKER (SPST 20 AMP - 120/240 VOLT) HINGES. THE LOWER DOOR SHALL HAVE A TWO LETTERS AND /OR NUMBERS SHOWN ON THE SCHEDULES. APPROVED PVC OR POLYOLEFIN MARKING SLEEVES is RECEPTACLE, GROUNDED (GFCI 20 AMP - 125 VOLT) POSITION DOOR STOP ASSEMBLY. WIRE SHALL BE USED. tl NEUTRAL BUSS, 14 LUG COPPER 5 THE FOLLOWING EQUIPMENT WITHIN THE SERVICE ENCLOSURE SHALL HAVE AN APPROPRIATELY 11 ALL NUTS, BOLTS AND WASHERS USED FOR MOUNTING 12 PHOTOCELL ENCLOSURE - ENCLOSURE TO BE FABRICATED ENGRAVED PHENOLIC NAME PLATE ATTACHED THE PHOTOCELL ENCLOSURE SHALL BE STAINLESS STEEL FROM 518- EXPANDED STEEL MESH WITH WELDED SEAMS WITH SCREWS OR RIVETS: 12. A 1% TOLERANCE IS ALLOWED FOR ALL DIMENSIONS. AND MOUNTING FLANGES. HOT DIP GALVANIZED AFTER KEY NUMBERS 2, 3, 4, B, 7, 8, 9,16 AND 21. 13. THE PHOTOCELL CIRCUIT SHALL BE INSTALLED IN FABRICATION. TYPE 5052 - H32 ALUMINUM WITH 518"x 5.8" OPENINGS EQUIVALENT TO Slr EXPANDED STEEL MESH KEY NUMBER 4 NAME PLATE SHALL READ: "PHOTOCELL BYPASS TEST ON" AND "PHOTOCELL TEST FLEX CONDUIT WITHIN THE METER COMPARTMENT. MAY BE USED AS ALTERNATIVE MATERIAL SEE PHOTOCELL OFF- AUTOMATIC ". SEE SERVICE CABINET DETAIL. 14. INSTALL CONDUIT COUPLINGS ON ALL CONDUITS. PLACE COUPLINGS FLUSH WITH TOP OF CONCRETE FOUNDATION. ENCLOSURE MOUNTING DETAILS, STANDARD PLAN J-3b. 13 HINGED FRONT FACING DOOR WITH 4" x 4" MIN. POLISHED S. METERING ARRANGEMENTS VARY 1MTH DIFFERENT SERVING UTILITIES. THE UTILITY MAY REQUIRE MOUNTING IN THE 15. SEE PLANS FOR BREAKER SCHEDULE. HARE GLASS WINDOW. 14 HINGED DEAD FRONT WITH 1/4 TURN FASTENERS OR SLIDE METER BASE ENCLOSURE, ON 18. SEAL CABINET TO FOUNDATION WITH A ill" BEAD OF LATCH. THE SIDE OR ON THE BACK OF THE ENCLOSURE. THE UTILITY MAY REQUIRE THE DIMENSION BETWEEN SILICONE APPLY SILICONE TO DRY SURFACE ONLY. t5 CABINET MAIN BONDING JUMPER. BUSS SHALL BE 4 LUG THE DOOR AND THE FRONT OF THE SAFETY SOCKET 17 THE METER BASE PORTION OF THIS SERVICE WAS TINNED COPPER SEE CABINET MAIN BONDING JUMPER BOX TO BE LESS THAN THE 11 INCHES SHOWN IN THE TO DESIGNED TO MEET METERING PORTION OF EUSERC DETAIL, STANDARD PLAN J -3b. LEFT SIDE- SAFETY SOCKET BOX MOUNTING DETAIL DRAWING REQUIREMENTS. 16 SPARE BRANCH BREAKER (DPST 20AMP- 120240 VOLT) SEE STANDARD PLAN J -3b FOR SAFETY SOCKET BOX DETAIL. THE CONTRACTOR SHALL VERIFY THE 1201240 VAC 17 METAL WIRING DIAGRAM HOLDER SERVING UTILITY'S REQUIREMENTS PRIOR TO FABRICATION OF AND INSTALLING THE SERVICE O 1B REMOVABLE EQUIPMENT MOUNTING PAN EQUIPMENT. O 19 8" x B" MIN. UNDERGROUND FEED - SERVICE WAREWAY 7. DIMENSIONS SHOWN ARE MINIMUM AND SHALL BE ADJUSTED TO ACCOMMODATE THE VARIOUS O2 B R (LEFT REAR CORNER) 20 SCREENED VENTS, 2 REQUIRED, 1 EACH SIDE, LOUVERED PLATES SIZES OF EQUIPMENT INSTALLED. -- O3 n (21) HEATER BREAKER (SPST 15 AMP - 120240 VOLT) SIDE VIEW (MINUS FOUNDATION) TO UTILITY-==:' ­.TO LUMINAIRES TO CONTROLLER CABINET -- t= 'TO SERVICE GROUND PER STD. PLAN FRONT VIEW J -9a "TYPICAL GROUNDING DETAIL" RFRVICF CARINFT CONDUIT TO FENCE POST BONDING POINNT — FENCE POST FOUNDATION SERVICE CABINET PLAN VIEW ADDENDUM #2 QPHOTOCELL BYPA39 TESTON ---- - PHOTOCELLTEST 22)TiERMOSTAT.40 -F CLOSURE -3 DIFFERENTIAL SIGNAL CKT r 06 O OFF - AUTOMATIC 23 STRIP HEATER (100 WATT NOMINAL). WITH TERMINAL STRIP COVER n 24 24 CIRCUIT PANEL BOARD - MINIMUM SIZE WITH SEPARATE 18 h ILL CKT A MAIN BREAKER. SPARE CKT 8 25 LABEL CABINET WITH BUSSWORK RATING. SPARE CKT Gt` 16 h ILL CKT B B COTT ZEC S of WnsHi tF a ��) #6 INSULATED STRANDED N4� 1 9 h ILL CKTC " 4 U 3 10 8 LB T 22 O ILL CKT D �'cF .f 213680.��O J'S GiTi� NAL 23 G 4ILL Hi C. CKTE EXPIRES MAY 5.2003 a 75 CONDUIT SERVICE CABINET TYPE D OZ GEDNEY TYPE GC (0 - 200 AMP TYPE BRONZE GROUND CLAMP 120/240 SINGLE PHASE) -11- - - - SIZE PER NEC. " OR EQUIVALENT (TYP.) STANDARD PLAN J -3c MINIMUM SIZE K2 DETAIL SHEET 1 OF 1 SHEET WIRING SCHEMATIC APPROVED FOR PUBLICATION Harold J. Peterfeso 06-24 -02 BTAIE �EBKiN ENQINEER WTE if Wodiwp SMe Depart W o/TEOmp Winn k r I 0 y P' SO , FRANKLIN' ARK A x SD 'FRANKLIN POOL- G 10 , - SERVICE LOCATION SD ji k x xx' x _SD SHARED POWER SERVICE WITH NEW ROTARY PAVILLION PROJECT. 17 COORDINATE WITH PAVILION MANUF URED 15.5 I N A CONTRACTOR ON FINAL LOCATION. E 25- DA SIGN (TYP) WHEEL STO P,) XEL 1112.75 16 3.0 8 r ELO O 91 —ibis. AL M&F DUMPSTER CONSTRUCTION NOTES: 6 12 AREA 9 SODA SD C�?► 6 NEW CEMENT CONCRETE TRAFFIC CURB. SEE WSDOT � V) STANDARD PLAN F- 10.12 -02. MATCH TO EXISTING CURB. ' 13 FOUNTA 2 - 2" CONDUITS. (TYP.) SEE DETAIL E5 SD SO 13 I O REMOVE AND REPLACE CONCRETE SIDEWALK TO FIRST 7 15 \�g 5 3 I I JOINT. CONSTRUCT SINGLE DIR. TYPE A RAMP PER DETAIL. X EL: 10 4.59 FIELD RUN AS PER NEC SO EL:1108.73 XEL:1ttt.63 TSC EL :1015.0 TBC El:ntss 1 O CONSTRUCT NEW ASPHALT 5' BEYOND PARKING STALLS FOR \\ SOS 17 O PEDESTRIAN PATHWAY. 17 S TBC EL 1109. (D MATCH NEW ASPHALT TO EXISTING SIDEWALK. O O S I i I 10 PEDESTRIAN PATHWAY TO BE EXTENDED TO EXISTING 55' 17 12 0 11 PATHWAY AS SHOWN. SEE PATHWAY SECTION, SHEET 4. 3 P P P P P P I 11 PROPOSED PARKING LOT ISLAND. SEE ISLAND DETAIL, 3 A -9 -t3 SHEET 4. f 'SOUTHEAST ISLAND TO BE BUILT AROUND EXISTING UTILITY 11 I POLE. NEW LUMINARIES TO BE PLACED IN ALL OTHER TBC EL: 1115.8 n EL' 1 .4 1 ISLANDS. 13 I I O 3 BURIED POWER FOR SERVICE TO PROPOSED TBC EL:1109,6 a I I 1 12 ANGLED PARKING. SEE TYPICAL PARKING STALL DETAIL, 15 EL: 1115.51 19.0 LUMINAIRES IN ISLANDS 3 I ' SHEET 4. )C EL: t 109.07 13 ACCESSIBLE PARKING PER WSDOT STANDARD PLAN TB EL: 4 XEL: n12.80 15 TBC EL:tll M- 17.10 -02. TBC EL 1109.8 p S� 14 40'X 8' NO PARKING I BUS PARKING AREA. USE SAME PAINT PATTERN AS ACCESSIBLE PARKING AREAS. 30' I 11 I 3 k 15 NEW ASPHALT SURFACING TO BE POROUS ASPHALT IN 14 12 I I > ACCORDANCE WITH SPECIAL PROVISION. SEE ASPHALT y SECTION DETAIL SHEET 4. YAKIMA 16 SOD INSTALLATION AREA. VALLEY co O17 ADJUST MANHOLE. TBC EL: 1117.2 TBC EL: 1116.6 FEED X. L INAI FRO BO M \ MUSEUM OF POLE UP TO LUMINAIRE IN NE N TBC EL t I n0.1 3 X EL: 1113.43 18 UTILITY POLE RELOCATION BY CENTURYLINK XEL: 11/7 72 19.0 RIGID METAL CONDUIT ATTACHED a I SIDEWAL PANEL R PLACED BY OTHERS. 15 TO POLE 15 3 a RELOCATE EX. LUMINAIRE ARM ON NEW POE XLI tno.30 I D SD SD WHEN COMPLETE. - I_ P EXISTING SIDEWALK == P P P - = P. FEED EX. LUMINAIRE FROM BOTTOM - - OF POLE UP TO LUMINAIRE IN NEW FEED EX. LUMINAIRE FROM BOTTOM RIGID METAL CONDUIT ATTACHED - - - __ -_ -. _ OF NEW POLE UP TO LUMINAIRE IN 3 TO POLE NEW RIGID METAL CONDUIT — - - - - - - - - -- TIETON DRIVE - — -- -- -- -- ATTACHED TO POLE a 3 ADDENDUM #2 4 -1 -13 MAKE CHANGES TO LIGHTING DESIGN & SVC. LOCATION RKT uP �� City Of Yakima 1 Engineering Division 129 Nodh Second Street fib.. , Yakima, Washington FRANKLIN PARK PARKING LOT REHABILITATION CITY OF YAKIMA PROJECT NO. 2351 Project Eng: DMK l RKT Drawn By: DMK I RKT Chkd. By: BHS Drawing Scales PLAN Horizontal = 1 " =30' PROPOSED PARKING Vertical = N/A LOT.LAYOUT 3 4 DATE REVISION BY 1 1 City Of Yakima 1 - ------- ---- .....:..... Parking Lot Re ha b ni litaflon 1 1 City Project No. 2351 1 1 �. 1 1 b IE R S,y OF WA 39407 �gsIONAL 1 1 P a g e I 2 1 P a g e I I I I I I I I A I I I I I CONTENTS CITY OF YAKIMA Franklin Park - Parking Lot Rehabilitation City Project No. 2351 SECTION PAGE I INVITATIONTO BID ................................................................................ 5 STANDARD SPECIFICATIONS Standard Specifications ...................................................................... Amendments to the 2012 Standard Specifications .................................... 7 7 CONTRACT PROVISIONS General Special Provisions and Contract Special Provisions ..................... 51 ProjectDescription ....................................................................... 62 1-01 Definitions .............................................. .......... ................ 1-02 Bid Procedures and Conditions ............................................... 52 54 1-03 Award and Execution of Contract ............................................ 59 1-04 Scope of Work ..................................................................... 60 1-05 Control of Work .................................. : ........... 60 1-06 Control of Materials ............................... ............................... 64 1-07 Legal Relations and Responsibilities to the Public ..................... 64 1 1-08 Prosecution and Progress ..................................................... 1-09 Measurement and Payment ................................................... 72 75 1 -10 Temporary Traffic Control ........................ ............................... 76 2-01 Clearing, Grubbing and Roadside Cleanup .............. : ............... 2-02 Removal of Structure and Obstructions ................................... 77 77 5-04 Hot Mix Asphalt * ' ....... * ' '' * ' ' ... ­ ......... ' ' .............. ' " ...... " * ' ' ' ­ ' ' ' 78 . . . 8-01 Erosion Control and Water Pollution Control ............. ... . .... ....... 8-03 Irrigation Systems ................................ ............................... 91 91 8-14 Cement Concrete Sidewalk ................................................... 92 8-20 Illumination, Traffic Signal Systems, and Electrical ....................... 8-29 Illumination, Signals, Electrical ................................................. 92 93 9-'03 Aggregates .......................................................................... 92 STANDARDPLANS ..................................................................... 95 ContractForm ........................................................................................ 103 Performance Bond Form* .......................................................................... 105 Sample Certificate of Insurance ................................................................ Sample Additional Insured Endorsement ............................... ; .................... 107 108 Minimum Wage Affidavit Form .................................................................. 111 PREVAILING WAGE RATES Prevailing Wage Rates ............................................................... .... 113 3 P a g e I � 1� PROPOSAL Proposal Form ............................. ..... . .......................... ...................: 143 Item Proposal Bid Sheet ................................... ............................... 145 BidBond Form .................................................. ............................... 149 Proposal Signature S. he,et ..:.............................. ........ ........................ Compliance With Immigration and Naturalization Act ........................... 151 153 -: - -- :: ;.;,.._ -. Non - Collusion _Declaration-.,........_.._..._...._..._._.,_ ............:.............. .......:..:....._........,...., .......1.55....- ..,.,__.:,_,_,.:.. _ Non = Discrimination Provision ... .:......::.:.::.....:.......... Women and Minority Business Enterprise Policy ..... ............................... 156 157 - - - -.: — Council= Resolution ............................................ ............................... 15$ Affirmative Action Plan ....................................... ............................... Bidders Certification ........................................... ............................... 159 161 Subcontractor's Certification ................................. ............................... 163 Materially and Responsiveness ........................... ............................ 165 .... BiddersCheck List ........................................... ............................... 167 PLANS & DETAILS TrafficControl Plans ........................................... ............................... Attached Construction Plans .................................................. :.......................... Attached 4 Page _ r� ui 0 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 3:00 pm on April 9th, 2013 and will then and there be ' opened and publicly read for the construction of CITY OF YAKIMA Franklin Park = Parkin Lot Rehabilitation 1 g City Project No. 2351 1 1 This project consists of completely excavating and repaving the Franklin Park parking lot off of Tieton Drive with approximately 745 tons of porous asphalt. Work includes excavation, constructing islands, installing illumination, paving with porous asphalt, and pavement markings and other work all to be constructed in accordance with the plans and specifications as prepared by the City Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Complete digital project Bidding Documents are available at www.questcdn.com. You may download the digital plan documents for $20.00 by inputting Quest project # 2559776 on the website's Project Search page. Please contact QuestCDN.com at 952 - 233 -1632 or info @questcdn.com for assistance in free membership registration, downloading, and working with this digital project information. An optional paper set of project plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street (509- 575 - 6111), upon payment in the amount of $50.00 for each set, non - refundable. Project questions should be directed to Randy Tabert at 509 - 576 -6579. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of. race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 21st day of March, 2013 PUBLISH 5 1 P a g e March 25th, 2013 March 26th, 2013 INTRODUCTION. The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. ' AMENDMENTS TO THE STANDARD SPECIFICATIONS The - following °�Amendments;ao the Standard= Specifications -are made -a parfof.:this-contract:and "_ - T supersede any conflicting provisions �of the Standard Specifications: For informational' purposes, ' = the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1 -01, Definition and Terms August 6, 2012 ' 1 -01.3 Definitions The definition for "Bid Documents" is revised to read: ' The component parts of the proposed Contract which may include; but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, t and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any The definition for "Superstructures" is revised to read: The part of the Structure above: 1. The bottom of the grout pad for the simple and continuous span bearing, or -2. The bottom of the block supporting the'girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: _ 1. From the face of end diaphragm abutting the bridge approach embankment for end piers without` expansion joints, or 2. From the end pier expansion. joint for bridges with end pier expansion joints. Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items.... 7 Page 1 Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. Section 1 -02, Bid Procedures and Conditions January 2, 2012 - -1 -02 4,-2:- Subsurface -.- Information - :.: ;:7 , -, -- ......... . P 9 p :.- The first two sentences m .the first `ara ra h :are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by.the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. Section 1 -03, Award and Execution of Contract April 2, 2012 1- 03.1(1) Tied Bids This section's title is revised to read: 1- 03.1(1) Identical Bid Totals D Section 1 -05, Control of Work August 6, 2012 n 1- 05.13(1) Emergency Contact List �1 The second sentence in the first paragraph is revised to read: The list include, shall at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traffic Control Supervisor. D Section 1 -06, Control of Material January 7, 2013 1- 06.1(4) Fabrication Inspection Expense The first paragraph is revised to read: In the event the Contractor elects -to have items fabricated beyond 300 miles from Seattle, Washington, the Contracting Agency will deduct from payment due the Contractor costs to -.on perform fabrication inspection the following items: • Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical), r • Cantilever:Sign .Structures and Sign Bridges • Epoxy - Coated .Reinforcing Steel • Metal Bridge�Railing and Handrail • Modular Expansion Joints • Painted Piling and Casing ° Painted and Powder-Coated Lunninaire and Signal Poles ^ Precast Concrete Catch Basins, Manholes, Inlets, C>ryvveUa. and Rivana Precast Concrete Drain, Perforated Underdra/n, Culvert, .Storm Sewer, and Sanitary Sewer Pipe ° Precast Concrete Three Sided Structures- Precast Concrete Junction Boxea, Pull Boxea, Cable Vaults, Utility Vaults, and. Box Culverts c������ bhbret6 "�p``B"T"' Marine, ' i��r���� ~~..~~.~ ..~~.. . ....~ " Precast Concrete Floor Panels 0� " Precast Concrete Structural Earth VVoUm, Noise Barrier Walls, and VVaU Stem Panels m� " Precast Concrete Retaining Walls, including Lagging Panels ^ Prestressed Concrete Girders and Precast Bridge Components Prestressed Concrete Piles N� , Seismic Retrofit Earthquake Restrainer , Soldier Piles ° Steel Bridges and Steel Bridge Components <S ee|Co|urnnJacketo ~ Structural Steel for Ferry Terminals, including itanno such as Do|phine. VVingvvaUo. and Transfer Spans ' Treated Timber and Lumber 6-inch by 6-inch or larger " Timber ~ Additional items ao may be determined by the Engineer ~- The footnote below the table is revised to read: ' An inspection day includes ,-__ --' -' ~~ inspector inspecting, onstandby, or traveling to and from a place offabrication. An additional cost per inspection day will be, assessed- for each additional inspector. Reimbursement will be assessed at $280.D0 per day for weekends and holidays for each on site inspector in travel obatuo. but not engaged in inspection or travel activities when fabrication activities are not taking place. ' Section 1-07, Legal Relations and Responsibilities to the Public January 7, 2013 N� 1-07'1 Laws 0mbe Observed The following two sentences are inserted after the first sentence in the third paragraph: N� ` In particular the Contractor's attention is drawn to the requirements ofVVAC 286.800 which requires. employers toprovide a safe workplace. More npecifica||yVVAC 296.800.11025 prohibits alcohol and narcotics from th6 workplace. 1~07_9(2) Posting.Notices This section is revised 0D read: Notices and posters shall be. placed in areas readily accessible to read by employees. The Contractor shall. ensure the fo||ovvhg are posted: m� 1. EE[)C - P/E-1 (revised 11/00\ - Equal Employment Opportunity is THE LAW published by US Department ofLabor. Post for projects with federal-aid funding 9 |Page 2. FHWA- 1022 (revised 11/11) - NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding 3 WH 1321 (revised 04/09) - Employee Rights under the Davis -Bacon Act published by US Department of Labor. Post for projects with federal -aid funding 4: 1NMD:1088(revised 07/09) = ,Employee Rights uhder the Fair Labor Standards Act published by US Department of Labor. Post on all projects 5. WHD - -1420 (revised 01/09) -Employee Rights and Responsibilities under The Family and Medical Leave Act published by US Department Of Labor. Post on all projects - 6. WHD -1462 (revised 01/12) — Employee Polygraph Protection Act published by US Department of Labor. Post on all projects 7. F416- 081 -909 (revised 12/12) - Job Safety-and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242- 191 -909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries. Post on all projects 9. F700- 074 -909 (revised 12/12) - Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L &I). Post on all projects 10. EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington State Employee Security'Department. Post on all projects 11. Post one,copy of the - approved "Statement of Intent to Pay Prevailing Wages" for the'Contractor, each Subcontractor, each lower tier subcontractor, and any other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition of "Contractor" in WAC 296- 127 -010 12. Post one- copy of the -prevailing wage rates for the project 1 -07.14 Responsibility for Damage The fifth paragraph is revised to read: Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents•or employeesvand (b) the Contractor or the "Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only, to the extent of the Contractor's negligence or the negligence of its agents and employees. 1 -07.15 Temporary Water Pollution /Erosion Control The third paragraph is deleted. 101 Page Section 1 -08, Prosecution and Progress April 2, 2012 1 -08.1 Subcontracting ' . In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT ". 1,- 08.3(1):.- .General, Requirements : ":. -: :.- :........ Tle,folaowmg new paragraph is irserted.afterahe first paragraph Total float belongs to the project and shall not be for the exclusive benefit of any party. ' 1 -08.7 Maintenance During Suspension The second paragraph .is revised to read: ' At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1 -07.23 or the Special ' Provisions.) This may include a temporary road, alternative pedestrian access route or detour. ' Section 1 -09, Measurement and Payment August 6, 2012 , 1 1 -09.1 Measurement of Quantities The following new sentence is inserted after the sentence " "Ton ":2,000 pounds of avoirdupois weight ": Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work shall have no specific unit of measurement requirement. 1- 09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. Section 3 -04, Acceptance of Aggregate April 2, 2012 3- 04.3(7)D4 An Entire Lot The last sentence is deleted. 3 -04.5 Payment In the second. paragraph, the reference "Section 3- 04.3(6)C " is revised to. read "Section 3- 04.3(8)" In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9- 03.14(4) Gravel Borrow for Geosynthetic 4000 2000 $30 $60 Retaining Wall 111Page Section 5 -02, Bituminous Surface Treatment August 6, 2012 5 -02.2 Materials a - following- new paragraph -is- inserted- after: the -- second - paragraph Each source of aggregate for bituminous surface treatment shall be evaluated separately for D acceptance in accordance-with Section 3 -04. Section 5 -04, Hot Mix Asphalt January 7, 2013 5 -04.2 Materials a The fourth paragraph is revised to read: The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. 5- 04.3(7)A1 General D This section is supplemented with the following: The Contractor shall include the brand and type of anti - stripping additive in the mix design D submittal and provide certification from the asphalt binder manufacture that the anti - stripping additive is compatible with the crude source and formulation of asphalt binder proposed in mix design. 5- 04.3(7)A3 Commercial Evaluation The second sentence in the second paragraph is deleted. 5- 04.3(10)63 Longitudinal Joint Density The section including title is revised to read: 5- 04.3(10)B3 Vacant 5- 04.3(11)D General The last sentence in the first paragraph is deleted. 5- 04.3(20) Anti - Stripping Additive a This section is revised to read: Anti - stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti - stripping additive shall be added in the amount designated in the WSDOT mix design /anti -strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti - strip to be added; paving shall not begin before the anti -strip requirements have been provided to the Contractor. 12 Page E 5 -04.4 Measurement The last paragraph is deleted. 5 -04.5 Payment ' The bid item "Longitudinal Joint Density Price Adjustment ", by calculation and paragraph following bid item are deleted. 4 t. Section: ? -02, ,Culverts August 6, 2012 ' 7 -02.2 Materials Note 3 in. the table titled, "Culvert Pipe Schedules" is revised to read: 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, ' 36 inch to 60 inch diameters approved for Schedule A only. 7 -02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam. ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Culv. Pipe In. Diam. ", per linear foot Section 7 -04, Storm Sewers August 6, 2012 7- 04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE 4,, is revised to read "PP4,, from the table titled, "Storm Sewer Pipe Schedules ". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7 -04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe. In Diam ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam ", per linear foot 7- 05.AP7 Section 7 -05, Manholes, Inlets, Catch Basins, and Drywells- April 2, 2012 7 -05.3 Construction Requirements - - w.. The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural, integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill 13�Page I density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. Section 7-08, General Pipe Installation Requirements August 6, 2012 7 08.3(2)D-Pipe- Laying---Steel--or-Aluminiim-- -- . ...... TheJoll6wirg: h 6W sentence is. inserted -after ':the'-firstsentence in the -second: "par7Ag"raph:``� .,:: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions". Section 8-01, Erosion..,C.ontrol and Water Pollution Control January 7, 2013 8-01.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9-05.1(6) Quarry Spalls 9-13 Seed 9-14.2 Fertilizer 9-14.3 Mulch and Amendments 9-14.4 Tackifiers 9-14.4(7) Erosion Control Devices 9-14.5 High Visibility Fence 9-14.5 Construction Geotextile 9-33 8-01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift.'",- Moderate-Term Mulch and Long-Term Mulch shall be hydraulically-applied at -the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. - I 8-01.3(2)E Soil.Binders and Tacking Agents This section including title is revised to read: 141 P a g e 8- 01.3(2)E Tackifiers Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life: A minimum of 125 pounds per acre-and a maximum of 250 pounds per acre of Short -Term Mulch shall be used as,a tracer. Tackifier shall be mixed and applied in accordance with the manufacturer's recommendations. _ p : n'bare`soil Soil Binding Using Polyacrylamide (PAM) . The PAM shall be applied o completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM shall be applied at a rate of not.more than 2/ pound per 1,000 gallons of water per acre. A minimum ' of 200 pounds per acre of Short -Term Mulch shall be applied with the dissolved .PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand -held fertilizer spreader or a tractor - mounted spreader:,: PAM shall be applied only to areas. that drain-to completed sedimentation control BMPs in accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 48- hour period. PAM shall not be applied during rainfall or to saturated soils 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer ". Note 1 of the table in the first paragraph is revised to read: 'Where Contract timing s appropriate, seedin , fertilizing, and mulching shall be 9 g 9 9 accomplished during the fall period listed above The third paragraph is deleted. 8- 01.3(3) Placing Erosion Control Blanket This section including title is revised to read: 8- 01.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations,. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material for an area based on the intended function: slope or ditch stabilization, and site specific factors including soil, slope..gradient,,.rainfall,, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. 8- 01.3(4) Placing Compost Blanket The first paragraph is revised to read: 151 Page Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall a be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area .when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The tackifier shall be applied immediately a after the application of compost to prevent compost from leaving the composted area. - — 8- 01.3(5) Placing Plastic Covering The second and third paragraphs are revised to read: Clear plastic covering shall be used to promote seed germination when seeding is performed a outside of the Dates for Application of Final Seed in Section 8- 01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and maintained in a way that prevents water from cutting under the plastic and prevents the plastid cover from blowing open in the-wind. Q 8- 01.3(6) Check Dams This section is revised to read: a Check dams shall be installed as soon as construction will allow, or when designated by the a Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shall not flow through the check dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. Check dams shall be placed perpendicular to the flow of water and installed in accordance with the Standard Plans. The outer edges shall extend up the sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Check a dams shall meet the requirements in Section 9- 14.5(4). 8- 01.3(6)A Geotextile- Encased°Check`Dam This sections content including title is deleted. 8- 01.3(6)6 Quarry Spall Check Dam This sections content including title is deleted. 8- 01.3(6)C Sandbag Check Dam This sections content including title is deleted. 8- 01.3(6)D Wattle Check Dam This sections content including title is deleted. 8- 01.3(6)E Coir Log This sections title is revised to read: 16 Page - - - -- 8- 01.3(6)A Coir Log 8- 01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilizedTconstruction entrance shall be constructed in accordance with the Standard.Plans;.pnor to beginning any clearing :grubbing;.'embankment "or excavatiori. All quarry " spall material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out'. 8- 01.3(9)B -Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read: Filter berms shall retain sediment and direct flows. The 9 ravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time they are in use. t Rock material used for filter berms shall meet the grading requirements in Section 9- 03.9(2), but shall not include any recycled materials as outlined in Section 9- 03.21. 8- 01.3(9)C Straw Bale Barrier This section including title is revised to read: 8- 01.3(9)C Vacant 8- 01.3(11) Vacant This section including title is revised to read: 8- 01.3(11) Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. All quarry spall material used for outlet protection shall be free of extraneous material and meet the gradation requirements in Section 9 -13.6. 8- 01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8 -01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted.- 17 1 P a g e I The twelfth paragraph (after the preceding amendment is applied) is revised to read: Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre by a ground slope measurement or through the use of design data This :section is supplemented with the following D Outlet Protection will be measured per each initial installation at an outlet location. 8 -01.5 Payment The bid item "Straw Bale ", per each is deleted. The bid item "_Erosion Control Blanket ", per square yard is deleted. The bid item "Soil Binder or Tacking Agent ", per acre is deleted. This section is supplemented with the following: "Outlet Protection ", per each. The unit Contract price per each for "Outlet Protection" shall be full payment for all costs incurred to complete the Work. "Tackifier ", per acre. The unit Contract price per acre for "Tackifier" shall be full payment for all costs incurred to complete the Work. "Biodegradable Erosion Control Blanket ", per square yard. The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work. Section 8 -02, Roadside Restoration August 6, 2012 In this section, "psiPE" is revised to read "PSIPE ". 8- 02.3(4)C Topsoil Type C In this section, "9- 14.1(2)" is revised to read "9- 14.1(3) ". 8- 02.3(8) Planting Item number 1 in the second paragraph is revised to read: Non - Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1. East of the summit of the Cascade Range - October 1 to November 15. 8 -02.5 Payment The paragraph following bid item "Coarse Compost", per cubic yard" is revised to read: The unit Contract price per cubic yard for "Fine Compost ", Medium Compost" or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the existing soil 181 Page i Section 8 -03, Irrigation Systems April 2, 2012 8- 03.3(7) Flushing and Testing The fifth paragraph is deleted. Section 8 -04, Curbs, Gutters, and Spillwaysy _._ _ - - - -- - -- - -- April 2; 2012 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub - section: 8- 04.3(1)6 Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter: 8 -04.4 Measurement This section is supplemented with the following: Roundabout splitter island nosing curb will be measured per each. 8 -04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb ", per linear foot is deleted. This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter ", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout 9 S litter Island Nosing Curb" per each. p ,p The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. Section 8 -07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: 8 -07 Precast Traffic Curb 8 -07.1 Description This section is revised to read: 191Page This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8 -07.2 Materials _ The material reference_ "Block Traffic Curbe_.9 -18.3" ;_is -deleted: from this- section_ :.. The referenced section for the following item is revised to read. O ' Paint 9 -34.2 8- 07.3(1) Installing Curbs . The fifth and seventh paragraphs are, deleted from.this section, .8 -07.4 Measurement The first paragraph is deleted from this section. 8 -07.5 Payment a The following bid items are deleted from this section: "Type A Precast Traffic Curb ", per linear foot. "Type C Precast Traffic Curb ", per linear foot. "Type A Block Traffic Curb ", per linear foot. "Type C Block Traffic Curb ", per linear foot. - Section 8 -12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Engineer ". 8 -12.1 Materials This section is supplemented with the following: Paint 9- 08.1(2)B 8- 12.3(1)A Posts The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted from this section. The first sentence of the fifth paragraph is revised.to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The seventh paragraph is deleted. 201 Page The ninth paragraph is revised to. read: Steep slopes or abrupt topography may require changes_ in various elements of the fence. It shall be the responsibility of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph isrevised toread. t .. -_ .... ... - All round posts shall have - approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 8- 12.3(1)B Top Rail This section's content including title is deleted and replaced with: 8- 12.3(1)B Vacant, 8- 12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8- 12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. 8- 12.3(1)D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1 -inch above the ground and on a straight grade between posts by-excavating, high points of ground. Filling of depressions will be permitted only lupon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top-and bottom edge of the fabric shall:be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24 -inch intervals. 8- 12.3(1)E Chain Link Gates The third paragraph is deleted. 8- 12.3(2)A Posts In the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. 21 JPage The fourth sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The tenth paragraph is..revised A6`read:- .. a Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. The eleventh paragraph is deleted. a 8 -12.5 Payment The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to read: The unit Contract price per linear foot for "Chain Link Fence Type _" shall be full payment for all costs for the specified Work including brace post installation and all other requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. n The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain ■I Link Fence ", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate ", per each: The unit Contract price per each for "Double 14 Ft. Chain Link Gate ", "Double 20 Ft. Chain Link Gate ", and "Single 6 Ft. Chain Link Gate ", shall be full payment for all costs for the specified Work. The paragraph following the item "Wire Fence Type ", per linear foot is revised to read The. unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. The paragraph following the item "Access Control Gate ", per each is revised to-read:- The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work. 221 Page I Section 8.20, Illumination, Traffic Signal Systems, And Electrical August 6, 2012 8-20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements_ for the specified class, be cast-in- p a ce concrete and be constructed ,d ance with Sections 6 02 2 and -02, Concrete forTyoe - I 1 111, IV, V,'and CCTVsignal standards and light rd foun atiohs shall be Class 4000P. Concrete for pedestals and cabinets- Type PPI3- PS, 1, F13, and RM signal standards and other foundations shall be Class 3060. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without .hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.,8(6) restriction for 5-feet maximum free-fall. shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9-07. 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. Section 8-21, Permanent Signing August 6, 2012 8-21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9-28.11. 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable require'ments of Section 6-03 and 9-06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re-gblvanized in accordance with AASHTO M 111. 8-21.3(9)8 Vacant This section including title is revised to'read: g I 8- 21.3(9)6 Erection of Steel•St "ructures.. Erection shall conform to the applicable requirements of Sections 6 -03 and 8- 21.3(9)F.- Section 8- 21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: - 1 - : { he. Contractor shall submit-design- calculations and working drawings of- the alsrp ory pports and f. ework -- .- supporting "the sign- bridge near the location of . the incomplete foundation to the Engineer for approval in accordance with Section 6 -01.9. The submittal shall include the method of'releasing and removing the temporary supports and falsework without inducing loads and stress:into the sign bridge. 2. The Contractor shall submitthe method used to secure the anchor bolt array in D proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. 3. The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. 8- 21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such .that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 4eet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. The eighth paragraph is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations; the anchor bolt array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post,: beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the•shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair; adjustment or modification, with associated shop drawings, in accordance with Section 8- 21.3(9)A: If the Contractor's survey indicates 1hat;a concrete foundation has been constructed incorrectly for a sign structure,that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section .1- 07.13, provided the following conditions are satisfied: 1. The Contractor shall submit the method and equipment to, be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1 -05.3. The submittal shall include 241 Page C confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed. and disposed of in accordance with Sections 2- 02.3.and 2- 03.3(7)C, and shall be replaced with new steel - reinforcing bars confo_'rrning`ao.the size, dimensions:and,geornetry shown -in - -'. the Plans. `All concrete of the - removed portion of the foundation shall be removed ` and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C. �. 3. The Contractor shall. adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6- 02.3(24)C to provide clearance for the anchor bolt array. Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400 -psi. Item number 4 in the ninth paragraph is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies, above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the tenth paragraph is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8 -21.5 Payment This'section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying ", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. Section 8 -22, Pavement Marking January 7, 2013 8- 22.3(3)D Line Applications The last paragraph is supplemented with the following: Grooved line pavement marking shall not be constructed on bridge decks or on bridge p 9 9 g approach slabs. 8- 22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: -- - -.. —. - -- - -... = - -- -- - -- ----- - ...... _. - - - - -- -- - - -- 251 P a g e ---------- ___- - - - - -- 11 Grinding to remove painted markings is not allowed. Grinding to remove plastic marking is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. 8 -22.4 Measurement ------- :---=- ..---- - - - -.— The- items. "Painted .Wide Line ".and. "Elastic Wide Line" are. deleted from the,.foLulh- paragraph... ,- . The sixth paragraph is revised to read: �.. Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4- - inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed. Crosswalk line will be measured by the square foot of marking installed. The following two new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking ". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8 -inch or 12 -inch wide line installed. 8 -22.5 Payment The bid items "Painted Wide Line ", per linear foot and "Plastic Wide Line ", per linear foot are deleted from this section. This section is supplemented with the following two new bid items: "Painted Crosshatch Marking ", per linear foot. "Plastic Crosshatch Marking ", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8 -22. Section 9 -02, Bituminous Materials January 7, 2013 9 -02.4 Anti - Stripping Additive This section is revised to read: Anti - stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL). Section 9 -03, Aggregates January 7, 2012 9- 03.1(1) General Requirements The eighth paragraph is deleted. 261Page F 1 F 1 e e I e L 9 -03.13 Backfill for Sand Drains This section is supplemented with the following: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9- 03.13(1) Sand Drainage Blanket The last'paragraph is revised to; read That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9- 03.14(1) Gravel Borrow . Note' is deleted, including the reference in the table. 9- 03.14(2) Select Borrow Note' is deleted. Note 2 is re- numbered Note', including the reference in the table. 9- 03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section is revised to read: All backfill material for geosynthetic retaining walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic or otherwise deleterious material. The material shall be• substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: Sieve Size Percent Passim 1 '/4 99 -100 1" 90 -100 No. 4 50 -80 No. 40 30 max. No. 200 7.0 max. Sand Equivalent 50 min. All percentages are by weight Property Test Method Allowable Test Value Los Angeles Wear 500 rev. AASHTO T 96 35 percent max. Degradation Factor W SDOT Test Method 113. .15 min. pH, permanent walls AASHTO T 289 4.5 -9 pH, temporary walls AASHTO T 289 . - 3 -10. Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 27 Page -- D 9- 03.21(1) General Requirements The first sentence in the first paragraph is revised to read: Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used. as, or blended uniformly with naturally occurring materials for aggregates. - - - --�) .._ - -, -03.21 � C �Vaca nt :. This.- section including title is revised4o' read . . D 9- 03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cutlet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M -318. 9- 03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. Section 9 -04, Joint And Crack Sealing Materials January 7, 2013 9 -04.2 Joint Sealants This section is supplemented with the following new sub - sections: 9- 04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. 9- 04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. 9 -04.10 Crack Sealing — Rubberized Asphalt This section is deleted. 9 -04.11 Butyl Rubber and Nitrile Rubber - This sections number is revised to read: 9 -04.10 281 Page C 7 1 1 0 Section 9 -05, Drainage Structures, Culverts, and Conduits January 7; 2013 9 -05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 9 -0.5 0_- Acceptance_ and Approval_ of _Drainage._Structures,_ and .- Culverts _,r The.Drainage'Structure or Culvert may be selected, from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material. 9- 05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 60 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -Inch Through 60 Inch Diameter Maximum), Couplings, and Fittings This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 29 Page i a 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer ". Q The second paragraph is revised to read: Joints for corrugated polyethylene culvert pipe shall be made with either a bell /bell or bell -an . and shall-incorporate the-use-of - reqirementsd opling of ASTM.D 1056: Type 2 Class B Grade:3'or ASTM`F 477. All:gasket5 shall be-fact ory installed on the coupling on the by the manufacturer. or pipe qualified This section is supplemented with the following: D Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they Q are NTPEP compliant. 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer ". The first paragraph is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M 294 Type S or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory welded. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.24. Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell /bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturers Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub - sections: 9- 05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. . !7 C 1 e I [I 9- 05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches: ASTM F2736. 2. For pipe sizes from 30 to 60 inches: ASTM F2764. 3. Fittings shall be factory welded, injection molded or PVC. Section 9 -14, Erosion Control and Roadside Planting January 7, 2013 9 -14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water - soluble potash or sulfur in the amounts specified. 9- 14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9- 14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals I EPA 6020ATotal,Metals p 31 Page Antimony — < 4 mg /kg Arsenic — < 6 mg /kg Barium - < 80 mg /kg Boron —< 160 mg /kg Cadmium — < 2 mg /kg Total Chromium — < 4 mg /kg Copper — < 10 mg /kg Lead — < 5 mg /kg Mercury — < 2 mg /kg Nickel — < 2 mg /kg Selenium — < 10 mg /kg Strontium — < 30 mg /kg 9-14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" isdeleted. � The last sentence in the second paragraph is deleted. This section ia supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MGDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method, 125 demonstrating compliance to this specification prior to acceptance. 9-14.4(8) Compost The second paragraph ia revised 1oread: ConnoostorodVctionondqua{UvnhaUconnolyvvithVVAC173-J5Oondforbioso|idsoonnpoote. VVAC 173-308. The third paragraph is to read: Compost products shall meet the following physical criteria: Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination nfCompost and Composting /TK8E{}C\U2.O2- B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Sieve Size Percent Pa sing Minimum Water Holding Capacity ASTM D 7367 800 percent minimum 9-14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" isdeleted. � The last sentence in the second paragraph is deleted. This section ia supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MGDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method, 125 demonstrating compliance to this specification prior to acceptance. 9-14.4(8) Compost The second paragraph ia revised 1oread: ConnoostorodVctionondqua{UvnhaUconnolyvvithVVAC173-J5Oondforbioso|idsoonnpoote. VVAC 173-308. The third paragraph is to read: Compost products shall meet the following physical criteria: Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination nfCompost and Composting /TK8E{}C\U2.O2- B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Sieve Size Percent Pa sing Minimum Maximum V 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum F 100 Note Maximum particle length of4 inches. Medium compost shall have acarbon to nitrogen ration /C:N\between 181 and 351. The carbon 0o nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TK8ECC 04.01A divided by the d i ht of "Total N^ usinq TK8ECC04.O2O. 17, 1 Coarse compost shall meet the following gradation: Sieve Size 2" 1" Minimum 100 90 ,/4" 40 Percent Pas Maximum 100 100` Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, 1:5 Slurry pH ". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance ' with U.S. Composting Council TMECC 04.10 "Electrical Conductivity." rCouncil 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 -mg CO2 —C /g OM /day or below in accordance with U.S. Composting Council TMECC 05.08 -13 "Carbon Dioxide Evolution Rate ". 8. The compost product shall originate from organic waste as defined in WAC 173 350 ' as "Type 1 Feedstocks ", "Type 2 Feedstocks ", and /or "Type 3 Feedstocks ". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08 -E "Solvita® Maturity Index ". Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and coarse compost shall score a 5 or above on the Solvita® Compost Maturity Test. 9- 14.4(8)A Compost Approval This section's title is revised to read: 9- 14.4(8)A Compost Submittal Requirements The first sentence in this section u p until the colon is revised to read: 331Page The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph is revised to read: 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the. Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum Functional Standards yfor , Solid Waste., Handling). or for^ biosolid._composts_a_.cop_y_of_ the.. Coverage._._. ___ ...__..._.__...- Under the _General Permit for.,Biosolids Manadement issued to'the` manufacturer kiy the: Department of Ecology in accordance with WAC 173 -308 (Biosolids Management). O 9- 14.5(1). Polyacrylamide (PAM) The third sentence is replaced with the following two new sentences: The minimum average molecular weight shall be greater than 5 -mg /mole. The charge density shall be no less than 15 percent and no greater than 30 percent. 9- 14.5(2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following: 9- 14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span.not to exceed 2 years. The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9- 14.5(2)B, 9- 14.5(2)C and 9- 14.5(2)D. 9- 14.5(2)A Approval and Acceptance of Biodegradable Erosion Control Blankets The erosion control blanket may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The modified acceptance criteria are defined in the -QPL for each material. 9- 14.5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area 341 Page i r 1 IF F Light ASTM D 6567 44 % maximum Penetration Tensile Strength ASTM D 6818 10.0 x 6.0 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum --- - - - - -- XD *: *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1(H:V) Table 7 Properties ASTM Test Method Slope Flatter than 3:1 Performance in ASTM D 6460 Requirements Protecting ASTM D 6459 C factor = 0.15 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area Light ASTM D 6567 40% maximum Penetration Tensile Strength ASTM D 6818 6.5 x 2.3 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)D Biodegradable Erosion Control Blanket for Ditches Table 8 Properties Test Method Requirements Performance in ASTM D 6460 Limiting Shear (Tt_;m;t) = 2.0 psf 35 Page Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS ** Limiting Velocity (Wim;t) = 7.5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion -Mass- per. Unit.. - - -- p .ASTM -D. 64.75:_ -.._,. _.,.... - -, — _.,,. - .7,_4.oz./ sq,I -yd,. minimum: :_ -- _Area _ Light ASTM D 6567 65 % maximum Penetration Tensile Strength ASTM D 6818 9.6 x 3.2 Ibs /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9- 14.5(4) Check Dams All materials used for check dams shall be non -toxic and not pose a threat to wildlife when installed. This section is supplemented with the following new sub - sections: 9- 14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9- 14.5(5) Compost Sock Check Dam 9- 14.5(6) Coir Log Check Dam 9- 14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1. Made of natural plant fiber. 2. Netting if present shall be biodegradable. 9- 14.5(4)B Non - biodegradable Check Dams Non - biodegradable check dams shall meet the following requirements: 1: Geotextile materials shall conform to section 9 -33 for silt fence. 361 Page 4, I 7 A i) 1 I.1 1 2. Other such devices that fulfill the requirements of section 9- 14.5(4) and shall be approved by the Engineer prior to installation. 9- 14.6(1) Description In item No. C in the fourth paragraph, "22- inch" is revised to read "2- inch ". Section 9 -16, Fence and Guardrail ,. - Janu a 7 2 1 - 0 3 ... 9- 16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: _ Except as noted' otherwise, post material shall conform to the requirements of AASHTO M 181, Type 1 (zinc- coated steel), Grade -1 or 2, and shall include all round and roll- formed material (line posts, brace posts, end posts, corner posts, and pull posts). The last sentence in the fourth paragraph is deleted. 9- 16.1(1)C Tension Wire and Tension Cable This section including title is revised to read: 9- 16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181'. Tension wire galvanizing shall be Class 1. 9- 16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. r9- 16.1(2) Approval This section :is deleted: 9- 16.2(2) Approval This section is deleted: ' 9- 16.4(2) Wire'.Mesh This section is revised to read: The galvanized wire mesh shall be a Style 1 double- twisted hexagonal mesh conforming to ASTM A 975,with 8 by 10 opening, except when a colorized, polyvinyl chloride coating is required then the Style shall be a Style 3. The longitudinal edges of the "wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975. 1 9- 16.4(3) Wire Rope This section is revised to read: Wire rope shall be 3/- inch - diameter; independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of 371Page - - D wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force D requirements of ASTM A 1023. - 9- 16.4(4) Hardware This section is revised to read: 1Neldless steel rings shall be drop- forged steel and heat treated aftei forging, have, a single D pull, working load limit of at least 10,000 Ibs; and meet performance requirements of Federal Specification RR -C -271 D Type VI. Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet D performance requirements of Federal Specification FF- T -276b Type II. Wire rope clips shall have drop- forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF -C -450 Type I Class 1. 9- 16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9- 16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire shall consist of 9 gauge, zinc - coated steel wire conforming to ASTM A 641. D 9- 16.4(6) Grout This section including title is deleted. D 9- 16.4(7) Anchor This section including title and section number is revised to read: D 9- 16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conforming to either Section 9 -07.2 or Section 9- 07.11. Threaded bar ground anchors shall be either epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3 or galvanized after fabrication in accordance with ASTM A 767 Class I. Hollow -core anchor bars shall have continuous threads /deformations and be fabricated from D steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after D fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9- 07.11. Nuts shall be galvanized after fabrication in D accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to D Section 9- 20.3(2). Concrete for soil anchor deadmen shall be either commercial concrete conforming to 8 Section 6- 02.3(2)B or Class 3000 conforming to Section 6 -02. - - 1� 381Page - -- __--- _ - - - -- -- 0� Steel reinforcing bars for soil anchor deadmen shall conform to Section 9-07.2, and shall be epoxy-coated in accordance with Sections O-O2.3(24)H and 8-O7.3. 9-16.6(3) Posts This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel - � '� p ��.�` —�� yp� �7, '— ' "'for \�� ndr�2s6�|| he6i���"�.ou �� ��d ��� pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall beae specified for line posts. _ The base material for the manufacture of steel pipes used for posts shall conform to the requirements ofAGTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. m� Posts provided for glare screen will have an acceptance 0okynonoennthe weight per linear foot, as specified; equal to plus or minus 5 percent. This tolerance will apply to each individual post. All posts ohd| be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12-inch piece cut from each end of the galvanized member. 9-16.6(5) Cable This section including title is revised to read: 9-16.G(5. � Vacant N� 9-16.6(6) Cable and Tension Wire Attachments -- This section including title is revised toread: N� 9~16'6(6) Tension Wire Attachments m� All tension wire attachments shall be galvanized steel conforming to the requirements of AASHTC) N1 232 un|aoo otherwise specified. Eye bolts shall have either shoulder oro back- up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock vvemher%-inoh diameter for tension vvina and of sufficient length to fasten to the type of posts used. Turnbuckles shall beof the shackle end type, }6 inch diameter, with standard take-up ofO inches and provided with % inch diameter pins. 9-16.6(9) Fabric Bands and Stretcher Bars The first paragraph ia revised toread: ~~ Fabric bands shall be% inch bv1 inch nominal. Stretcher bars shall be u/a inch bx1/4inch � nornina|or"/10 inch diameter round bar nominal. /\ » /1a inch diameter round stretcher bar shall be N� used with Type l. Nominal shall ba construed toUe the area cf the cross section cf1heshape obtained by multiplying the specified width by thickness. A variation of minus 5-percent from this theoretical area shall be construed as "nominal". size. All shall be galvanized to meet the N� requirements ofASTN1 F.626. N� -___-_- 0� �0 \ P ag e I Section 9-18, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 9-18 Precast Traffic Curb _ 9-18.3,Block Traffic ur This section including title is revised to read: 9-18.3 Vacant Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9-20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45". Section 9-23, Concrete Curing Materials and Admixtures April 2, 2012 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention". Section 9-28, Signing Materials and Fabrication September 17, 2012 9-28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563". Section 9-29, Illumination; Signal, Electrical January 7, 2013 9-29.1(4) Non-Metallic Conduit This section is supplemented with the following new sub-section: 9-29.1(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9-29.1(2)A 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only 401 P a g e I to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and.replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the 1 Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9- 29.2(1) ` Standard Duty and'Heavy -Duty Junction Bozes The third paragraph is deleted and replaced with the following new paragraphs: ' The Contractor shall provide shop drawings for all components, including the concrete box, and Lid and the shop drawings shall show placement of reinforcing steel. The shop drawing shall be prepared by (or under the direct supervision of) a Professional Engineer, licensed under Title 18 RCW, State, of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: ' 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. ' 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a ' proof test, as defined in this Specification, shall be performed and new shop drawings submitted. I 9- 29.2(1)A Standard Duty Junction Boxes The sub - paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc ' primer in accordance with Section 6 -07.3, or hot -dip galvanized in accordance with AASHTO M 111. All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. Slip - reisistant lids and frames shall be hot dip galvanized. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs 3' by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire - fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs . located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. 41 Page Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: I Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Reinforcing: _ ASTM G .1.1:16,`T e.11l ° - - Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM All 011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1.011 Grade CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 0 9- 29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy -Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C. The Heavy -Duty Junction Box steel frame, lid support and lid shall be painted with a shop p applied, inorganic zinc primer in accordance with Section 6 -07.3. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft -lb at 40 degrees F. Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min. CVN toughness of 20 ft -lb at 40 degrees F Handle ASTM A 36 steel or ASTM A 1011 Grade 42 Page 1 1 1 1 1 1 1 ----- ----- The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: 1. Product identification. CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in All load deflection failure data. accordance with approved shop drawin Hinges and Locking and In accordance with approved shop - ..Latching._Mechanism,.,_.. - -:; drawings ,., Hardware and Bolts. . The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: 1. Product identification. 2.. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection failure data. and 5. Weight of box and cover. tested. 6. Upon completion of the required test(s) the box shall be loaded to failure. 7. A brief description of type and location of failure. The third paragraph is revised to read: 43 Page For non - concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, _and .date _of_ expiration. One copy- of the test report shall _.- be,furnished to_ the __ ---------------- __, -_ Contracting' Agency certifying -that the box and .cover meet or..exceed the loading requirements for a non - concrete junction box, and shall include fhe following information: 1. Product identification. 2. Date of testing. 9 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non - Concrete Junction Boxes" is revised to read: Non - concrete Junction Boxes shall be tested as defined in the ANSI /SCTE 77 -2007 Tier 15 test method with test load minimum of 22,500 lbs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non - concrete junction box installed. 9- 29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy -Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 441 Page 4. Design calculations shall carry on the cover page, the Professional Engineer's ' original signature, date of signature, original seal, registration number, and date of expiration. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared - use paths shall have slip- resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot -dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 1 e 1 t t 45 age Materials Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load Concrete rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(1)C for concrete ' Standard Duty Junction Boxes. Lid Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive Slip Resistant Lid strength of 4,000 psi. The lid frame shall be anchored to the vault/box concrete lid by welding Frame headed studs 3/ by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vault/box Slip Resistant Frame concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs ' shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted Handle & Handle with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc Support primer in accordance with Section 6 -07.3 or hot -dip galvanized in accordance with ASTM M Anchors (studs) 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared - use paths shall have slip- resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot -dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 1 e 1 t t 45 age Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle ASTM A 36 steel or ASTM A 1011 Grade Support CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F693 or A 193, type 304 or 316, or Washers Stainless steel grade 302, 304, 316 per a roved shop drawing Hinges and Locking Per approved shop drawings Mechanism Hardware D and Bolts D 9- 29.2(2)6 Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: D -- - -- �- - - -- Heavy -Duty Cable - Vaults an&,Pull Boxes shaI be- constructed of_concrete having:a minimum . ....compressive strength'of `4,000 ^psi, and °have'a minimum.Vertical load rating of "46,000 D. pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C for Heavy -Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Cover Section 9- 05.15(1) Ring Section 9- 05.15(1) Anchors (studs) Section 9 -06.15 Bolts, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, 316 in accordance with approved shop drawing 9- 29.6(2) Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563 ". 9- 29.6(5) Foundation Hardware "AASHTO M 291" is revised to read "ASTM A 563 ". 9 -29.10 Luminaires The third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and. wattage. Markers shall be 3 inches square with Gothic bold, black 2 -inch legend on colored background. Background color shall be gold for high - pressure sodium and red for metal halide, and white for induction light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9- 29.10(2) Decorative. Luminaries The second sentence in the third paragraph is deleted. 9- 29.13(7)B Auxiliary Equipment for NEMA Controllers In the first paragraph, item number's 8 -13 are renumbered to read 9 -14 respectfully. Item number 7 in the first paragraph is revised to read: 7. A "Display Panel" when noted in the Contract. The display panel shall depict a generic eight -phase operation. The panel shall be mounted on the inside of the front cabinet door and the mounting shall be of a design that allows positioning of the panel in four orientations 90 degrees from each other. The mounting shall be removable without use I C [l 1 of any tools. Incandescent red, yellow, green, walk and don't walk indicator lights shall ' be provided for each phase. The indicator lights shall be connected to the associated field terminals. The connecting cable shall be long enough to allow for any mounting orientation. No diodes will be allowed in the display panel..A means of disconnecting all wiring entering the panel shall be provided. Switches shall be provided on the panel with labels and functions as follows: a Display On Signal indicator lamps will display:the operation of the intersection. :. :. b. Test — All indicator lamps shall be energized. ' c. Display Of — All signal indicator lamps shall be de-energized.. The following new numbered item is inserted after item number 7.: 8. A "Detector Panel ", as specified in Section 9- 29.13(7)D, shall be installed. The panel ' shall be mounted on the inside-of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light ' emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. ' b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 9- 29.13(7)E Type 170E, 170E- HC -11, 2070, 2070 Lite, ATC Controller Cabinets The following new title is inserted after the fifth sentence in the first paragraph: 9- 29.13(7)F Ramp Meter, Traffic Data, and Warning Sign Cabinets 9- 29.16(1)A1 Conventional Optical System This section's title is revised to read: ' 9- 29.16(1)A1 Non -LED Optical System 9- 29.16(1)D1 Electrical Conventional ' This section's title is revised to read: 9- 29.16(1)D1 Electrical — Non -LED 471Page h 9 -29.20 Pedestrian Signals This section is revised to read: n Pedestrian signals shall be Light Emitting Diodes (LED) type. �1 The LED pedestrian signal module shall be operationally compatible with controllers and a :..conflict monitors,. -The LED lamp- unit - shall contain a disconnect.that will- show..an. open- switch to ahe conflicf monitor when less than 60, pe.' rcen 6 f the LED's in*- the uni# are operational The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1 -06.3, with each type of signal head. The certificate shall state that the lot of pedestrian signal heads meets the following requirements: 1. All pedestrian signal heads shall be a Walk/Don't Walk module with a countdown D display. 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 011 B, p VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. b. Each pedestrian signal face shall be a single unit housing with the signal a indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. c Housings shall be green polycarbonate or die -cast aluminum and the aluminum D housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595 - 14056). All hinges and latches and interior n hardware shall be stainless steel. U 3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change interval...When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval for one signal cycle. During the following pedestrian change interval the countdown shall show the revised time, or shall D be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time O during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are 481 Page -- - - -..._ required for Portland Orange Raised Hand and the Lunar White Walking Person. b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. c. Temperature: Temperature range shall be -35° F to +165° F. d LED pedestrian heads shall be supplied .with Z` crate visors. Z c "rate visors shall have'21 members' at 45 degrees and 20 horizontal members. ' 9- 29.20(2) Neon Grid Type This section is deleted. 9 -29.24 Service Cabinets In the first paragraph, the lettered items A -J are re- lettered to read B -K respectfully. The first paragraph is supplemented with the following new lettered item:_- A. Display an arc flash warning label that meets the requirements of ANSI Z535. 9 -29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48 ". The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy -duty, barrier type. The terminal blocks shall be provided with a field -side and a control -side connector separated by a marker strip. One spare 12- position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non -pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit breakers. Each compartment shall be enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. 491 Page 1 Section 9-34, Permanent Marking Material April 2, 2012 9-34.2 Paint The second paragraph is revised to read: Blue: andblack:-paint--shall -comply-with the re uirements:for-yel low paintjn-Section-,9�34-.2(4) ---------- blue h black paints do hot �neieicltd­rneet the e exception that e a a requirements for titanium dioxide, directional reflectance, and contrast ration. 501 P age I I I I I I I I I I I A I I C INTRODUCTION TO THE SPECIAL PROVISIONS (July 31, 2007 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for - Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State T. Department of Transportation ( WSDOT) and.the Amencan.PublicWorks Association (APWA), �. Washington State Chapter (hereafter "Standard Specifications "):` The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project- specific fill -ins; and project- specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project- specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current edition • WSDOT Standard Plans Contractor shall obtain copies of these publications, at Contractor's own expense. 511Page 1 Division 1 General Requirements DESCRIPTION OF WORK (March 13; -1995) `This Contract provides for fhe improvement of * ** the'Franklin'Park Parking Lot by reconstructing' it and making it larger. Work. includes excavation, constructing islands, installing illumination, paving with porous asphalt, and pavement markings * ** and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1 -01.3 Definitions (March 13, 2012 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which'the Contracting Agency accepts the Work as complete. Supplement this Section with the following: ---------- - - -- - - - - -- - - - - - - -- -- - -- - - - - -- -- _ -- - - -- - - - - -- 52 1 Pa g e All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State "; "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary ", "Headquarters ",. and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency de_ signated location ". - All references to final contract voucher certification" shall be interpreted to mean the final �. payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award,-execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1- 08.5. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic ' Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 53 1 P a -g e - - - -- - -- - - -- -- ... -- -- - - -- - -- - -- - — -.. _ - -- -- - - - -- - - -- .._... - - - - -- -- - 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1_- 02._1...QuaIifi cations .of-Bidder . ;.: _ -:: _...- _ .,....... - (January 24; .2011 APINA'GSP) . Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 -02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 2 Furnished automatically upon award. Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x 0 Furnished only upon 34 ") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1 -02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed 541 Page r J e C1 in ink by hand, preferably in black ink. The required certification s.are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1 -02.6 Preparation of Proposal (June 27; 20x1 APWA GSP) - Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the. unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed.by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. rA bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. (August 2, 2004) The fifth and sixth paragraphs of Section 1 -02.6 are deleted. 1 -02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; N2. Name of the project; 3. The Contracting Agency named as obligee; ' 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 551Page n 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1 -02.9 Delivery of Proposal Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272 -056A EF, as required by Section 1- 02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1 -02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; C. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1 -02.6; i. The Bidder fails to submit written confirmation from each. DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet,:the Condition of Award was made; 56 1 Pa g e -- - - - -- k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1 -02.14 Disqualification of Bidders March- 25,. 2009 APWA.:GSP,. O ton B ... —_ _.,.._.. _. ,...,._ Delete this Section and replace it with the following: A Bidder will be deemed not responsible if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 6. the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of 1 the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational 'data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional - -- - - - -- ------- - - - --- - -- - - -- - - -- - -- - 57 Page - n information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this ___,,, determination,.,it may appeal.the- deter. mination- .within24_hours_of_receipt.of the._Co.ntracting_. -------- _ Agency's determination by presenting its appeal to the.Contr "acting.Agency The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1 -02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the. apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a_ business license to do business in the citv or countv where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. This section is supplemented with the following: Compliance with Immigration and Naturalization Act 1 The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other City contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees proof of citizenship and authorization to work in the United States. E- Verify will be used for newly hired employees during the term of the contract only; it is not to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. If the contractor has not previously filed an E- Verify Compliance Declaration with the City, the contractor must sign the r attached E- Verify Compliance Declaration and submit it to the City prior to being awarded the contract. Failure to do so may be cause for rejection of the bid. 1 -03 AWARD AND EXECUTION OF PROJECT 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: .r . After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where r applicable and such additives and /or alternates as selected by the Contracting Agency, will be ® used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP). rRevise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. r Within Ten 10 calendar 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. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract-, no proposal shall.bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the ' contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of Twenty (20) additional calendar days for .return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) rRevise the first paragraph to read: r 591 Page 1 1 -04 SCOPE OF THE WORK I 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, t 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -05 CONTROL OF WORK 1 -05.4 Conformity With And Deviations From Plans And Stakes This section is supplemented with the following: - - - -- — - - - - - ----- - - -- - - -- 601Page The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published'by the:Offiee.of the..lnsurance Commissioner, ^- 3. Be conditioned upon the faithful performance'of the'contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e. , corporate resolution power of attorney or a letter to such effect by the president or vice - president). 1 -04 SCOPE OF THE WORK I 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, t 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -05 CONTROL OF WORK 1 -05.4 Conformity With And Deviations From Plans And Stakes This section is supplemented with the following: - - - -- — - - - - - ----- - - -- - - -- 601Page 1 The Contractor shall be responsible for all surveying required for this project. A Professional Surveyor, licensed in the State of Washington, shall be employed by the Contractor to perform all horizontal and vertical control work, and to do the construction staking, including setting offset points and grades. The Contractor shall protect all existing monuments within the construction limits from being disturbed or damaged in any way during construction. If any monuments are disturbed, damaged or removed during construction, the Licensed urveyor. sha l.'re'p ace. such moriumenfs „m accor ance; with State” uI ,.recording Land Corner Recortl for each monument affected All associated costs for the 's6rvey`work shall be incidental to the other bid items of the project. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the.Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting ' Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1 611Page 1 r 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1).'Substantial Completion- Date., r When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The r Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will r set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request.the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the r written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the ` \ contract, but shall not iD1pk/ acceptance of the work or that all the obligations of the. Contractor under the contract have b8enfUlfiUed. 1~05.11/3H Operational Testing 0� m� N� |tia the intent of the Contracting Agency hz have Et the Physical Completion Date acomplete and -opera b le-system. -Therefore -when-the work involves -thQ,.i | mec hahica Ii h systems; buildings; or other similar work it, may be desirable for the Engineer to have the Contractor operate and test the work for aperiod of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for 0� operational testing they shall be fully tested under operating conditions for the time period GpeCified'bJ ensure their acceptability prior to the Physical Completion Dote. During and following the test period, the Contractor shall Corn9CL any items of workmanship, m@t8[io|o. or equipment which prove fou|ty, or that are not in first o|aea operating condition. Equipment, electrical oontro|G, nnetera, or other devices and equipment to be tested during this period shall ba tested under the observation of the Engineer, aothat the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date ' ww cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being teoted, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties orxarran ti �o furnished un d er the terms o f the contract. N� 1-05.13. Superintendents, Lobor and Equipment of Contractor /�20D0APN/4GSP) Revise the seventh paragraph hnread: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to N� Section .itvvi|| take these rapo�aintoacuounL 1-05'15 Method of Serving Notices (March 25.2OOS APVVAGGP) -- Revise the second paragraph tnread: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Engineers office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. ~~ Add the follow nQ new section: N� ` 1-05'16 Water and Power ~~ (October 1, 2005APWA GSP) �� _____---________-_- _ ----- _'_____--_ The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1 -06 CONTROL OF MATERIAL 1- 06.2(1) Samples and Tests for Acceptance This section is supplemented with the following: The Contractor shall be responsible for scheduling and paying for all material testing required for this project. 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 approval prior to the preconstruction conference. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well -known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured I persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety, for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. t - - - -- -- - -- -- - ----- - - - - -- - -- - - - - - -- - E 1 -07.2 State Taxes Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) - - .__�.._ .._....- `n State 0' ,.- a...m.,,n., -f.R ,,- n -. - -:. h. a. -.- i...�.: -:� -, The, Washingto ep rt e t o e e ue as ssued spec a ru es on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules.`- The Contractor should contact the Washington State Department of Revenue for answers to. questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. . The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid ' (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(1) State Sales Tax — Rule 171 1 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase.of the materials, equipment, or supplies -used or consumed in doing the work. 1- 07.2(2) State Sales Tax — Rule 170 WAC 458 -20 -1.70, and its related rules, apply to the constructing and repairing of new or 1 existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water ' mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include t - - - -- - -- - - - -- -- - -= . _ _._. - - -- - - - - -- - -- -- — -- - - -- ... -- — ------------ 65 Page i i the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in.any,other,contract- amount._---_--_-._ 1- 07.2(3) Services 'V . The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1- 07.5(4) Air Quality This section is supplemented with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574 - 1410. Permits And Licenses Section 1 -07.6 is supplemented with the following: The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 1- 07.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the following: The Contractor or subcontractor directly contracting for "Off -Site, Prefabricated, Non - Standard, Project Specific Items ". as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700- 164 -000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower -tier subcontractors to comply with the reporting requirements for "Off -Site, Prefabricated, Non - Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works- contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off -site, prefabricated, nonstandard, project specific items" means products or items that are: r 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; 1 and 4. Produced at an off -site location outside-the State of Washington. 66 -page ------- _ - - - - -- - - -_ -__ - -_ -- ...._ - - -- - -- - -- _____ - -___ _ - - -- - - -- - -- - -- -- --- - - - - -- —...._ The Contractor or subcontractor shall comply.with the reporting requirements and instructions on the Affidavit.of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply t with the reporting requirements for use of "Off -Site, Prefabricated, Non - Standard, Project Specific" items: 1. The estimated cost of t e 2..­. The, name:of the Contracting,Age,ricy arid,;the project title, ' 3. The contract value of the off-site, a nonstandard, project specific items produced outside of Washington State, including labor and materials; and ' 4. The name, address, and federal employer identification number of the contractor that produced the off -site, prefabricated, nonstandard, project specific items. 1 I� 1 1 1 The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off -Site Prefabricated Non - Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. Contractor's Responsibility for Work Repair of Damage Section 1- 07.13(4) is revised to read: (August 6, 2001) The. Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: City of Yakima Water Division City of Yakima Wastewater Div Centurylink Pacific Power Charter- Communications Cascade Natural Gas Corp. 671 Page 2301 Fruitvale Blvd. Yakima, WA 98902 509 - 576 -6196 2220 E. Viola Yakima, WA 98901 509 - 575 -6077 8 W. 2 °d Ave. Room 304 Yakima, WA 98902 509 - 575 -7183 P.O. Box 1729 Yakima, WA 98907 509 - 575 -3146 1005 N. 161h Ave.., .. Yakima, WA 98902 509 - 575 -1697 401 N. 1 st St. Yakima, WA 98901 509 - 457 -5905 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Insurance 1- 07.18(1) General Requirements~ A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and /or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all r subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. M E. The Contractor's and all subcontractor's insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insured with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. I J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, _,..,shall name the following listed entities as additional insured(s): y _ _,, _.,.._._ =.the Contracting Agency`and its officers; elected - officials, employees,`agents, and.;,' volunteers ■ appointed officials ' The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. 1- 07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance ' The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must 1 conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. ' 1- 07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing ' coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within ' the deductible shall be the responsibility of the Contractor. 1- 07.18(5)A Commercial General Liability ' A policy of Commercial General Liability Insurance, including: Per project aggregate Premises /Operations Liability Products /Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury 691Page Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such- policy -must.provide:the following'. minimum, limits - $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability r $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1- 07.18(5)6 Automobile Liability 1 Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1- 07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1 -07.23 Public Convenience and Safety 1- 07.23(1) Construction Under Traffic This Section shall be supplemented with the following: Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to the Yakima Valley Museum and Soda Fountain at all times that they are open unless the Contractor provides the Engineer with written agreement from the business owner for alternate accesses, hours of work or other agreements. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. The Contractor shall stage work to maintain access to and egress from all properties at all times. Contractor may consider work immediately in front of business access to be done during non - business hours or schedule an agreeable time with each business owner. - - -- - - - - -- — - - - - -- - - -- - -- - - - - -- -- - -- - -- - - -- - -- - - - -- - ----- - 701Page 1 A safe pedestrian access shall be provided at all times through or around the current work areas. Where, in the opinion of the Engineer, parking is a hazard to through traffic or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs ' for restricting parking shall be approved by the City and placed by the Contractor. The Contractor shall be responsible for and shall maintain all such signs. The replacement of signs restricting parking shall be as approved by the Engineer. _ The Contractor shall notif all property owners a n d tenantsof!detous, street'and`alley-closures ";4. "� or other restrictions that may interfere with their access. Notification shall be at least twenty -four ' (24) hours in advance for residential property, and at least forty -eight (48) hours in advance for commercial. property. Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. ' In addition, the Contractor shall coordinate his activities with all disposal firms and transit bus service that may be operating in the project area. It is the. intent of the Contract to effectively prevent the deposition of debris on streets in areas of public traffic or where such debris may be transported into a drainage system. When construction operations are such that debris from the work is deposited on the roadway surfaces, ' the Contractor will remove, all such debris.before the end of the work day. Should daily removal be. in sufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if ' the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question, or the trucks or tequipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with Contractor's obligations is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from moneys due or to become due the Contractor next monthly estimate. The Contractor shall have not claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. 1 -07:24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. t Generally, the Contracting Agency will have obtained, prior to bid opening, all ri rights of wa 9 9 Y p 9 Y and easements, both permanent and temporary, necessary for carrying out the work. ' Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. ' Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. 711Page 1 Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas-where-right of way, easements .or rights of. entry.,,have. not been _acquired.,.until,., the Engineer certifies to he Contractor.thaf the right "of way or easement is available or that the right of entry has been received-. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and-private property where private improvements must be 1 adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -08 Prosecution and Progress r Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1- 08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 72 1 Pa g e t 5. To review safety standards and traffic control; and ' 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and _--A--list,of- material. sources -for -a PP PP - -. roval -.if-a licable: -. ... Add the following new section: 1- 08.0(2) Hours of Work (June 27, 2011 APWA GSP) ' Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract 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 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. ' Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, 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 of 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 at any time the Contractor exceeds the Contracting Agency's 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 such 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 Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not ' limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; -and other Contracting Agency employees when in the opinion of the ' Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work on Saturdays, Sundays, and holidays as working performed days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, i even though the multiple shifts occur in a single 24 -hour period. 73JPage - 1 -08.3 Progress Schedule This section is supplemented with the following: The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The schedule -- - , 9. , o y 9 _ hall: be _drawn.to._a s . a con_ orm.to,. _the workin modification b the En ineer_. The schedule s time scale; shown.along:thd base of, the diagram; using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be 1 continuously updated and, if necessary, redrawn upon the first working day of each month 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. If the Contractor proceeds with work not indicated on this weekly activity schedule, or in a sequence differing form the which he has shown on this schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. ' 1 1 -08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) - 1 Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor .shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the-Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high'visibility fencing, as described in the Contract. 1 -08.5 Time for Completion (June 28, 2007 APWA GSP, Option A) (March 13, 1995) This project shall be physically completed within * ** 20 * ** working days. Revise the third and fourth paragraphs to read: t - -- - -- -- - - -- -... - -- -- - - -- - -- - - — - -- - — --- - - - - -- -- 741Page Contract time shall begin on the first working day following the 10th calendar day after the Notice to Proceed date. If the Contractor starts work on the project at an earlier date, then contract time shall begin on the first working day when onsite work begins. ' Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days.have been used, charging of working days will cease. Each week the Engineer ill provlde the.,Con, ractor a statement that. shows the riumber of working 'days:' (1) charged to the contract the 'week before; (2) specified for the physical completion of the contract, and (3)" remaining for the physical completion of the contract. The statement will also show the ' nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. tRevise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the ' Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a ' completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. ' d. Final Contract Voucher Certification e. Property owner releases per Section 1 -07.24 1 -08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the. Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1 -07.23 or the Special Provisions). This may include a temporary road or detour. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account 751 Page 1 (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid perforce account, only to provide a common proposal for Bidders. All such __,_y.dollar.,amounts.are:.to.. become a,,.pa rt. of- Contractor's­total_ bid. However, the- Contr-actin g - - - Agency does.not Warrant expressly or . yimplicatiori,ahat tfie.actual amount of`work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.9 Payments. (March 13, 2012 APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required.when the bid price for the lump sum item is less than $20,000. 1 1 -10 Temporary Traffic Control Traffic Control Management General Section 1- 10.2(1) is supplemented with the following: (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1- 800 - 521 -0778 or (206) 382 -4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1 Measurement Lump Sum Bid for Project (No Unit Items) (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1- 10.4(1) shall apply. __ --- _ ----- -- - - -- - - - - -- - - - - - -- -- - - - -- -- ....... -- - -- -- - - -- - 761Page _ -. -- DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ' 2 -01.3 Construction Requirements This section is supplemented with the following: This on tract calls for the:corriplefe;:removal of. ;the 11 `trees' locafed iri the existin arkin 9. `1of islands as well as approximately 400 square yards of'sod, removal in the area north or' the existing parking lot. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02:3 Construction Requirements Section 2 -02.3 is supplemented with the following: ' Prior to removal, the Contractor shall use a vertical saw cut to delineate the areas of pavement removal from those areas that pavement is to remain. satisfaction of the Engineer at no expense to the Contracting Agency. 2- 02.3(3) Removal of Pavements, Sidewalks, Curbs and Gutters This section is supplemented with the following: Item 1 is revised to read: Haul all broken pieces to an off - project site to be obtained by the Contractor. Item 3 is revised by adding the following to the end of the first sentence: "or remove to the nearest joint as directed." 2 -02.4 Measurement ' This section is supplemented with the following: Where'saw cutting is necessary, the Contractor shall be paid by the linear foot, regardless of depth of cut, which includes all labor and equipment required to do the cut. For this project, the maximum expected depth of cut is six inches. 771 Page 1 Concrete curb, gutter and sidewalks shall be removed to the nearest convenient joint if ' practical. If not practical to remove to the nearest joint, the Contractor shall saw cut these structures in neat vertical and straight transverse horizontal line to provide a matching joint for the new construction. The materials to be removed under this section shall become the ro ert of the P P Y Contractor. The Contractor shall remove and dispose of the materials outside of the project limits. Any damage caused to the pavement, curb, gutter or sidewalk that is scheduled to remain, due to the Contractor's operation, shall be repaired by the Contractor to the satisfaction of the Engineer at no expense to the Contracting Agency. 2- 02.3(3) Removal of Pavements, Sidewalks, Curbs and Gutters This section is supplemented with the following: Item 1 is revised to read: Haul all broken pieces to an off - project site to be obtained by the Contractor. Item 3 is revised by adding the following to the end of the first sentence: "or remove to the nearest joint as directed." 2 -02.4 Measurement ' This section is supplemented with the following: Where'saw cutting is necessary, the Contractor shall be paid by the linear foot, regardless of depth of cut, which includes all labor and equipment required to do the cut. For this project, the maximum expected depth of cut is six inches. 771 Page 1 2 -02.5 Payment This section is supplemented by adding the following pay item: "Saw Cut ", per linear foot. POROUS ASPHALT PAVEMENT Description Section 5 -04.1 is supplemented with the following: This work shall also consist of providing and placing porous asphalt concrete pavement. REFERENCES Reference the following standards: ASTM American Society of Testing & Materials, current edition. AASHTO American Association of State Highway and Transportation Officials, current edition. WSDOT Washington State Department of Transportation 2008 Standard Specifications for Road, Bridge and Municipal Construction. NAPA National Asphalt Pavement Association's Porous Asphalt Pavements for Stormwater Management, Information Series 131, 2008. WISHA Washington Industrial Safety and Health Act; Revised Code of Washington (RCW) Chapter 49.17 WAC 296 -155 Washington Administrative Code (WAC) 296 -155 Standards for Construction Work RCW Chapter 39.04.180 RCW Chapter 39.04.180 Public Works/Trench Excavations - Safety Systems Required SUBMITTALS Submit the following information in accordance with submittal procedures noted in the Project Manual. 1. Furnish certification that all materials comply with specifications; include laboratory test reports verifying compliance. Tests shall have been performed within four months of anticipated use of material. 2. Documentation verifying that the mixing plant is a member of the Washington Asphalt Paving Association of (WAPA). 3. Certified test results that demonstrate conformance with specifications. - - -- -- - -- ... -- - -- - -- - - -- -- -- -- -- - -- -- - --------- --- - - - 78 Page 1 4. Certification of the installers' qualifications as specified in this Section. 5. Test results for porous pavement installation. 6. Test results of previous porous pavement installations in accordance with this Section for demonstrating qualifications. ' 7. Samples of the aggregates and blend sand to be used along with the gradation data showing the various aggregate stockpile averages and proposed combining ratios and the average gradations of the completed X. ' 8. Job Mix Formulae Contractor to determine a'!desigri" "aggregate structure and asphalt binder content in accordance with NAPA. ' NOTIFICATIONS Schedule and attend a pre- construction meeting with the Owner's Representative at least one week prior to the initiation of porous paving work, including subgrade preparation. QUALIFICATIONS ' A. The PA Installation crew shall meet one of the following criteria: 1. Employ a minimum of two persons per crew who have each previously completed at least three (Owner accepted) installations for porous asphalt ' pavement. Previous installations shall be located within a 200 mile radius of the project site. Provide mix design, project photos, date of installation, size (area of installations), section depth, address of location and Owner contact ' information (phone and email). B. PA supplier shall have previously supplied at least three separate projects with porous asphalt mix. Previous projects shall be located within a 200 mile radius 1 of the project site. Provide mix design, project photos, size (area of installation), date of installation, section depth and cross section, address of locations and Owner(s) contact information (phone and email). WARRANTY ' Work corrections include, but are not limited to: 1. Aggregate separation, soft spots, and excessive sealing. 2. Cracks, elevation irregularities, and paving not draining /infiltrating properly. ' 3. Warranty for asphalt pavement sections shall be a minimum of two years from project final completion. ' PROJECT SITE CONDITIONS Environment Requirements. In accordance with referenced standard specifications and the following: a. Do no paving in rain or when subgrade or base is wet or frozen. ' b. Apply asphalt concrete paving only when base is dry. C. See Construction Requirements for additions to environmental requirements. Materials Section 5 -04.2 is supplemented with the following: 791Page 1 A. Porous Asphalt mix design shall conform to WSDOT Section 9 -03.8 with the following modifications: 1) The fracture requirements for the aggregates are at least 1. Aggregates: a. The materials of which porous asphalt concrete is composed shall be of such sizes, gradings and quantities that, when proportioned and mixed together, they will produce a well graded mixture within specification sieve, U.S No. 8 and above, if that sieve .the re uirements_.. listed - below..- which_foll,ows..._ . 9 _ ., . The, percentages.- of: ----- aggregates refers...to, completed dry mix and - includes mineral filler.:, ":. " = when used. The material shall be modified HMA Class '/2" with following gradation to produce open graded mixture: U.S. Sieve Size Percent Passing by weight %11 100 '/2" 90-100 3/8" 70-90 US No. 4 20-40 US No. 8 10-20 US. No. 40 0 - 8 US No. 200 0-3 b. Aggregates for porous asphalt concrete shall meet the following test requirement; Fracture, by weight and noted as follows: 1) The fracture requirements for the aggregates are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each specification sieve, U.S No. 8 and above, if that sieve retains more than 5 percent of the total sample. 2) When material is being produced and stock piled for use on a specific contract or for a future contract, the fracture material is used from a stockpile that has not been tested as provided above, the requirements for fracture shall at the time of its introduction to the cold feed of the mixing plant. 2. Asphalt Binder: a. Asphalt Binder shall be WSDOT 9- 02.1(4) and PG 64 -28 with the following modifications: 1) Asphalt cement shall be between 5.75 to 6.5% by weight of total mix. 2) Draindown: 0.3% maximum. Tested in accordance with ASTM D6390 -05. b. The Contractor may substitute alternate grades of PG asphalt cements at no cost to the Contracting Agency. The alternate PG asphalt cement shall have an average 7 -day maximum pavement design temperature that is equal to or higher, and a minimum pavement design temperature that is equal to or lower than the specified PG asphalt cement. The Contractor shall designate in writing the grade of PG asphalt cement to be used prior to submittal of the mix design. Only one PG asphalt cement will be allowed for each class of asphalt concrete pavement. 3. Cationic Emulsified Asphalt: Per WSDOT 9- 02.1(6) 4. Anti - Stripping Additive: Per WSDOT 9 -02.4 not to exceed 1 % by weight of the aggregates. 80 Page 1 .5. Blending Sand: When there is a deficiency of material passing the U.S. ' No. 40 in the production of aggregate for porous asphalt concrete, satisfactory final mix is produced, including fracture requirements. Blending sand shall be clean, hard, sound material, either naturally occurring sand or crusher fines, and must be material which will readily accept an asphalt coating. The exact grading requirements for the _ T ^Y combined product_shall be such that when it is mixed with an aggregate,,_ ;the,' Blendin. g ,sand - s: h Il.;, .meet the l requirements of: this : = `. t "specification. Blending sand shall meet the following equality requirement: Sand Equivalent 27 min. 6. Mineral Filler: WSDOT 9- 03.8(5) 7. Job Mix Formula (JMF) a. Porous asphalt concrete mixture will be accepted base on it's conformance to the project Job Mix Formula (JMF). For the ' determination of a project JMF, the Contractor shall submit to the Owner's Representative sample of the various aggregates and blending sand to be used along with the gradation data showing ' the various aggregate stockpile averages and the proposed combing ratios and the average gradation of the completed mix. The Contractor shall perform and submit mix tests to 1 determine the percentage of asphalt by weight to be added. The approved mix shall become the project JMF. Modifications to the JMF will not be allowed and any modified mix placed as part of ' the project will be rejected. Any proposed modifications to the JMF shall be submitted as a new mix design. b. The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of porous asphalt tconcrete placed during a workshift shall conform to a single job .mix formula established for the class of porous asphalt concrete specified unless there is a need to make an adjustment in the JMF. C. No mixture shall be produced for use on the project until the amount of asphalt material and anti - stripping additive has been established. d. Job Mix Formula — Statistical Acceptance: The average gradation of the completed asphalt concrete mix submittal by the Contractor in the mix design proposal, as required in this Section and the resulting mix design shall be the JMF. Any change or adjustment of percentages in any constituent of the JMF creates a new JMF. e. Air voids of compacted PA JMF shall be 16 percent minimum to 25 percent maximum per ASTM D3203. f. Job Mix Formula Tolerances and Adjustments: .1) Tolerances - Statistical Acceptance. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall be conformed to the following tolerances: ' Constituent of Mixture Tolerance Limits: The tolerance limit for each mix constituent shall not exceed broad band specification limits specified in here, except the tolerance limits for sieves designated as 100% passing will be 99 -100. 2) Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents of the mixture at the time of 81 Page acceptance shall conform to the range of the proportion specified in paragraph 2.01A.1a of this Section for gradation and the design mix asphalt content plus or minus 0.7 percent. 3) Adjustments Aggregates: Upon written request from the Contractor, the Owner's Representative may approve field - -..- adjustments to-the JMF mciuding . #he:Contractor's.;proposed combining ratios for. mineral ..aggregate: stockpiles; and, blending sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 8 -sieve, 1 percent for the aggregate passing the No. 40 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. Blending sand may be changed a maximum of 5 percent. The above adjustments as approved by the Owner's Representative will be considered as a new JMF. Adjustments . beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. 4) Adjustment for Asphalt Content: The Owner's Representative may approve Contractor's request to change asphalt content a maximum of 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt cement content exceeding 0.3 percent from the initial JMF will be made without approval of Owner's Representative. B. Subbase: 1 Aggregate Discharge Subbase for pavement section shall consist of the following: 1. 0.50 foot layer of crushed surfacing base course. 2. 0.33 feet of 1 '/2" — 2'h" washed, crushed stone and gradation modified with 0 -2% passing U.S. No. 200 sieve resting on construction geotextile for separation. 3. 0.50 foot layer of ASTM C -33 sand resting on a 16 —mil impermeable liner. AGGREGATE MATERIALS This aggregate shall consist of washed, crushed, open - graded stone and meet the following gradation chart: - ASTM Sieve Size 2 %2 inch 1 '/2 inch '/2 inch 3/8 inch No. 8 No. 200 Percent Passing (By Weight) 100- 100 0 -2 0 -2 L 1 t 1 1 i 4.. Aggregates for 1 '/2" — 2 ' /z" Washed, Crushed Stone shall meet the following test requirement; fracture, by weight and noted as follows: a. The fracture requirements for the aggregates are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each specification sieve, 1 ' /z" and above, if that sieve retains more than 5 percent of the total sample_ C. Porous Pavement Construction` Geotextile for Separation shall meet the requirements of WSDOT Section 9 -33. D. 16 -mil Impermeable Liner: Use 16 -mil (min) polyvinyl chloride (PVC) as manufactured by Northwest Linings or approved equivalent product. Provide documentation from manufacturer showing quality control tests on liner materials were performed at the manufacturing plant for the following and frequency of testing: a. Thickness (ASTM D5199), density (ASTMD792), tensile strength (ASTM D882) and tear resistance (ASTM D1004) for each roll. b. Dimensional stability (ASTM D1204) and tested 1 per 50,000 square feet or 1 per resin batch, whichever is greater. c. Certification for brittleness temperature (ASTM D1790) Construction Requirements Section 5 -04.3 is supplemented with the following: GENERAL A. Verify installation conditions are satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. PREPARATION A. Verify existing dimensions and shapes. Allow for transitions to existing grades where applicable. B. Prepare subgrade in accordance with WSDOT Section 2-06 except verify compaction of subgrade per Section 02300 — Earthwork. Scarify top 1/4" surface so subgrade is not sealed. C. Do not place Porous Asphalt when ambient air temperature is less than 60 degrees Fahrenheit. D. Do not place Porous Asphalt on any wet surface, or when the average surface temperatures are less than 45 degrees Fahrenheit when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures. B. Conform to the details, dimensions and grades specified on the Contract Documents. INSTALLATION A. Install TESC measures and flow diversion measures in order to divert runoff into construction area of PA prior to excavation and subgrade preparation of'the pavement section. Maintain TESC measures and flow diversion measures until pavement is approved and adjacent areas are permanently stabilized. .Construct PA to.th,e specified., lines _.and grades with a uniform appearance and in _..._ .. _. ' crita ications accordance- with, the manufacturers instruction; C. Protect native subgrade to remain. Keep traffic off of the prepared subgrade during construction to maximum extent practical. Final 12" excavation of native subgrade to done at time for placement of geotextile and subbase to the maximum extent practical in order to protect the existing subgrade infiltration capabilities. D. Protect subgrade and subbase from wet weather. The existing site's soils are moisture sensitive and if left unprotected during wet weather soils could become unsuitable. If soils are left unprotected and become unsuitable, unsuitable material will be required to be replaced with suitable material approved by Owner's geotechnical engineer at no addition cost to Owner. E. Bring the subgrade of the aggregate discharge subbase to the line, grade, and elevations indicated on the Drawings and in the typical pavement sections. Fill subgrade where damaged by erosion and ponding before placing the aggregate discharge subbase. F. Where indicated on plans, place porous pavement cell liner with protective non- woven geotextile and /or porous pavement geotextile fabric after subgrade has been prepared. 1. Maintain flow diversion measures to prevent runoff and sediment from entering the work limits. 2. Remove debris or sediment that has accumulated on the finished subgrade after viewing and before installing cell liner or geotextile fabric at no addition cost to the Owner. G. Where unlined cells are designated on plans, place porous pavement geotextile in accordance with manufacturer's standards and recommendations. Overlap adjacent strips of geotextile fabric a minimum of 16 inches. H. Where lined cells are designated on plans, install porous. pavement cell liner in accordance with liner manufacturer's specifications. and recommendations using qualified liner installers. 1 1. Prepare surfaces to be lined and surfaces shall be smooth and free of debris, roots, and angular or sharp rocks larger than three quarter (3/4) inches in diameter to a depth of four (4) inches: Acceptance of the surface preparation by the liner manufacturer is required prior to proceeding with the installation of the porous pavement cell liner. 2. For lined cells with PVC liner, place Protective Non -woven Geotextile at interface between PVC liner and aggregate discharge subbase and at interface between PVC liner and subgrade. 3. The porous pavement cell liner's PVC membrane shall be sealed to all structures, walls, pipes, and other opening /penetrations through the lining 1 1 in accordance with liner manufacturer recommendations for leak -proof sealing. 4. Factory and /or field fabricated pipe boots shall be used to seal all pipes penetrating the liner. All joints shall be tightly bonded for leak -proof ' sealing. The pipe boots shall be the same material as the cell liner's PVC membrane and attached to the cell liner's PVC membrane per manufacturer's recommendations. 5 Qverlap the porous . pavement cell liner panels ;to create `a continuous watertight barrier in accordance with manufacturer recommendations. 6. Inspect panels and seams for flaws, damage and other defects. Repair panels and seams with identified defects or damage or seams that have ' failed compliance tests using manufacturer's recommended techniques appropriate to the repair and create a watertight patch. 7. The porous pavement cell liner shall be installed in a relaxed condition, free of stress or tension upon completion of the installation. Stretching of the liner to fit is not permissible. 8. Test seams and field seams for continuity and water tightness in ' accordance with manufacturer's recommendations. 9. Any cuts, rips or tears in the porous pavement cell liner's PVC membrane shall be patched with a piece of the same membrane material. Patches ' shall be installed per liner manufacturer's recommendations and at a minimum should be cut with rounded. corner and should overlap a minimum of six inches beyond the damage area. Patches shall be applied to the membrane per manufacturer's recommendations. ' 10. Cover porous pavement cell liner with protective non -woven geotextile within 7-calendar days of cell liner deployment. Place protective non - woven geotextile in accordance with manufacturer requirements. I. Place and compact aggregate discharge subbase to the grades indicated on the Drawings in twelve -inch maximum lifts, keeping equipment movement over the ' aggregate discharge subbase to a minimum. Do not damage porous pavement geotextile fabric or porous pavement cell liner and protective non -woven geotextile during installation of aggregate and discharge subbase. Construction vehicles ' shall not make turns over the aggregate discharge subbase less than 18- inches in depth to avoid damage to the geotextile fabrics and liner. ' J. Place porous asphalt concrete mixture in accordance with NAPA recommendations. The mixture shall be laid upon a prepared surface, spread, and struck off to the grade and elevations established. Asphalt pavers complying with WSDOT Section 5- 04.3(3) shall be used to distribute the mixture. On areas where irregularities or unavoidable obstacles. make the use of the mechanical spreading and finishing equipment impractical, the pavement may be done with other ' equipment or by hand. The asphalt mixture shall be produced by one asphalt plant. Placing of asphalt mixtures at night will not be permitted. K. Compaction of PA: ' 1. General: a. Compact porous asphalt concrete mixture in accordance with NAPA recommendations. ' b. Immediately after the asphalt concrete mixture has been spread, struck off, and surface irregularities adjusted, it shall be uniformly compacted. The completed course shall be free from ridges, ruts, humps, depressions, 85 Page objectionable marks, or irregularities and in conformance with the line, grade and cross - section shown in the Plans. If necessary, the mix design equipment on porous pavement. If PA is damaged or becomes clogged, remove may be altered to achieve desired results. and replace pavement at no additional cost to the Owner. c. Compaction shall take place when the mixture is in proper condition so that no undue displacement, cracking, or shoving occurs. All compaction units 1. Grade, line and slope - shall be operated at the speed, within specification limits, that will produce 2. - Field Infiltration Rate e -re uire_ - compaction.. Areas- inaccessible to- large - compaction -- _ -- equipment shall`be compacted 6y mechanical or hand fampers. Any B. Grade, line and slope: Conform to the dimensions, lines and grades specified on asphalt concrete that has become loose, broken, contaminated, shows an the plans. Maximum variations shall not exceed limits noted in the specifications. t excess or deficiency of asphalt - - is in any way defective, shall be removed and replaced at no additional cost with fresh hot mix which shall be immediately compacted to conform with the surrounding area. d. Compact in accordance with WSDOT Section 5 -04.3 and 5- 04.3(10)A and modified wift the following: 1) Pneumatic tire rollers will be allowed for compaction and in no . instance shall any compactor be used in the vibratory mode. 2) Compaction of the surface course should take place when the surface is cool enough to resist a ten ton steel wheel roller. 3) Limit compactive efforts as rolling can cause a harmful reduction in the surface course porosity. 4) Passes of a double -drum roller, operated in static mode, will be 1 allowed for breakdown. Passes of a double -drum finish roller operated 'in static mode, will be allowed to remove ruts, humps, depressions, objectionable marks, or irregularities. L. The Owner's Representative reserves the right to have samples cut or cored from the completed pavement or the individual courses. Additionally the Owner's Representative may take samples of the uncompressed asphalt concrete mixtures as well as all materials incorporated in the work. Where samples have been taken from the uncompressed asphalt concrete, new material shall be placed and compacted to conform with the surrounding area at no additional expense to the .Contracting Agency. M. Protect and maintain sediment control measures and flow diversion measures for PA until adjacent areas re stabilized and establish. Do not store materials, soils, equipment on porous pavement. If PA is damaged or becomes clogged, remove and replace pavement at no additional cost to the Owner. QUALITY ASSURANCE A. Permanent installed sections will be reviewed for the following: 1. Grade, line and slope - 2. - Field Infiltration Rate 3. Appearance 4. Asphalt Concrete Mixture B. Grade, line and slope: Conform to the dimensions, lines and grades specified on the plans. Maximum variations shall not exceed limits noted in the specifications. t C. Sampling and Testing of Porous Asphalt Concrete shall be in WSDOT Section 5- 04.3 and modified with the following: -- 861Page C 2. 3. I Ll Open graded mixes (asphalt concrete pavement modified HMA Class ' /z" Open graded) will be evaluated for quality of gradation only, based on samples taken from the cold feed. Aggregates: Aggregates will be accepted for sand equivalent and fracture based on their conformance to the requirements of this section without recourse to statistical evaluation. WSDOT Section 5- 04.3(8)A.5 is modified with the following: a.. beViation; No. 4 sieve and lar er Percent Passin +1-4016 No. 6 sieve to No. 80 sieve Percent Passing +/ -2% No. 100 sieve and No. 200 sieve Percent Passing +/ -0.4% Asphalt Binder +/ -0.3% D. PA Field Infiltration Rate: Perform field infiltration test at three locations designated by Owner's Representative no sooner than three calendar days after placing porous surface. Test locations shall be approved by the Owner's Representative and be per the following: 1. Perform three field infiltration tests per each day's porous-surface placement production for each construction crew, which will be considered a set. a. Field Infiltration Rate: Shall be equal to or greater than 100 in /hr and infiltration testing'shall be performed using the following procedure: 1) Pipe 18 -inch diameter (17.6 -inch inside diameter) PVC pipe 2 -feet long over the porous pavement section. Seal bottom of PVC pipe with temporary plumbing putty to prohibit water from leaking out the bottom sides of the PVC pipe onto the adjacent pavement. 2) Pour 4 gallons of potable water into the PVC cylinder. 3) Start watch when all 4 gallons is discharged into the cylinder. Depth of water in cylinder above the pavement surface at start is 3.8 inches when using 17.6" inside diameter PVC pipe. 4) When depth of water in PVC pipe reaches 0, then stop watch. 5) Determine infiltration rate by: (3.8 inches) /time. 6) To achieve a minimum of 100 inches per hour, water must draw down to 0 within 136 seconds. 7) Pipes with alternative inside diameters (within +/ -1 -inch of diameter noted above) may be used. However, calculations will need to be adjusted for revised cross - section area to determine infiltration rate. 2. Document and record the results of each field infiltration test with a designated test number. Include infiltration rate, date pavement was placed, date test was taken and location (stationing or other means) where test was performed in each record. 3. If minimum required field infiltration rate is not achieved at any location as defined in this Section re -test for field infiltration rate at a new location for each failed field infiltration test. Coordinate location with Owner's Representative. 871 Page t 4. If new field = infiltration test location does not produce minimum field infiltration, rate further testing will be required. 5. Submit Infiltration Test results for approval prior to coring PA. E. Appearance: Placed porous surface will be reviewed for appearance by the Owner's Representative. The placed porous surface shall have a consistent surface texture _and -:shaIJ be- smooth - with- no washboard ing:or,cracking- F. PA that does not meet infiltration rate, surface inspection criteria, grade, line slope and other requirements noted in specifications, shall be removed and replaced at no additional cost to the Owner. Delineation for removal and replacement of nonconforming installations shall be identified by the Owner's Representative. CLEANING A. After paving operations, clean surfaced of excess or spilled asphaltic materials. B. Do not permit vehicular traffic on asphalt paving until it has cooled and hardened, and in no case sooner than six hours after placing. C. Provide barricades and warning devices as required and in accordance with the MUTCD. t D. Leave premise clean and free of residue of work of this Section. 5- 04.3(7)A Mix Design (April 27, 2009 APWA GSP) t Section is deleted and replaced with: General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350 -042 demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9- 03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350 -042 and the percent of asphalt binder is required. In no case shall the paving begin before the determination of anti -strip requirements has been made. Anti -strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in,accordance with WSDOT TM 718. c. Historical aggregate source ant =strip use provided by WDOT. The mix design will be the initial Job Mix'Formula (JMF) for the HMA being produced. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9= 03.8(7). 2. Mix Design Verification. Verification shall be accomplished by one of the following processes: 881 Page 7 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: 1. General. Acceptance of HMA , shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project 891 Page a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. . C. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. ;.... d Perform Field Verification Testing .orf a,sampie,of N MA: provided bY- e" Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with. certification from the Contractor that the materials and sources are the same as those shown on the original mix design. ' 'Testing 3. Field Verification Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance with section 5- 04.3(8)A for field verification per the requirements of Section 9- 03.8,(7). b. If the test results from the first Production Sample are within the tolerances of section 9- 03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. C. If the test results from the first Production Sample are outside the tolerances of section 9- 03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5- 04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: 1. General. Acceptance of HMA , shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project 891 Page 7 L Engineer. Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 4, is replaced with the following: 4..._,. Definition. of- Sam pling_ Lot - and_S.ublot.._For the_pur pose- of._acceptance- sampling..and - #estin g, a lot is defined. as;.the total:quantity:of materiaLor-work..prp, ed:for.eacli job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5- 04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. 5- 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 7 is deleted. Surface Smoothness (January 5, 2004) The second sentence of Section 5- 04.3(13) is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. The last paragraph of this section is supplemented with the following: When utility appurtenances such as manhole rings and covers and valve boxes are encountered or are to be located within the HMA pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures and new monument cases for all monuments as shown I on the plans. - -- - -- - -- - -- -- - - - - -- - = - -- 901Page i Utility castings shall not be adjusted until the paving is complete. After which, the center of each structure and each monument shall be relocated from the references -previously established by the Contractor. The HMA shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus two feet. The new rim shall be placed on cement concrete or adjustment rings and wedged up to the desired grade. The base materials shall be r "emoved an ass..3000 .cement" concrete'shall. be: place..- withiri,.,the entire s �... volume'of the "excavation up to, but not to exceed, 1 -1/2 inches below the finished pavement surface. On the following day, the concrete, the edges of the HMA and the outer edge of the casting shall be painted with a hot asphalt tack coat. HMA Class 3/8 In. shall then be placed and compacted with hand tampers and a patching roller. ' The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and 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. Planing Bituminous Pavement Section 5- 04.3(14) is supplemented with the following: ' The Contractor shall perform the planing operations no more than * ** 10 * ** calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. r !Heather Limitations ■� The first sentence of Section 5= 04.3(16) is revised to read: HMA for wearing course shall not be placed on any travelled way from * ** November 1 * ** and through March 31st of the following year without written approval from the Engineer. 1 Measurement Section 5 -04.4 is supplemented with the following: Porous asphalt pavement will be measured by the ton. Payment Section 5 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: "Porous Asphalt Pavement", per ton. The unit contract price, per ton, for the bid item Porous Asphalt Pavement above shall be full pay for furnishing all labor, tools, equipment and materials required to construct the porous asphalt pavement section. 911Page I DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL Construction Requirements General:.. (April 3, 2006) Erodible Soil Eastern Washington The eighth paragraph of Section 8-01.3(1) is revised to read: Erodible soil not being worked whether at final grade or not, shall be covered within the following time period using an approved soil cover practice, unless authorized by the Engineer: July 1 through September 30 30 days October 1 through June 30 15 days 8-03 IRRIGATION SYSTEMS Construction Requirements Section 8-03.3 is supplemented with the following: Plans for the existing irrigation system are available upon request. Copies of these plans will be supplied to the Contractor prior to construction. Parking Lot Islands: The Contractor will reroute the existing irrigation system in the existing islands to the proposed islands. The Contractor will leave a stub in each island. Northern area between parking lot and pool: The Contractor will move existing irrigation system to the northern edge of the new pathway to serve that area. 8-14 CEMENT CONCRETE SIDEWALK Measurement Section 8-14.4 is supplemented with the following: Remove the second paragraph and replace with the following: Cement Concrete Curb Ramp Type Single Direction A will be measured per each for the complete curb ramp type installed and includes the installation of the detectable warning surface, curb and gutter, pedestrian curb and crushed surfacing top course. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL (8-20.3(1) General Supplement this section with ,the following: Electrical Order of Work Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. 921 P a g e 8- 20.3(5) Conduit Supplement this section with the following: rAll underground electrical conduits shall be (gray- electrical grade) schedule 40 PVC pipe, installed in all conduit runs as shown on the Plans. All 90- degree elbows shall be ;,_.......- . - - -:.- ,. alvanzd:: .� .,.A,- ,.__-_ ,........- ....: ,_,_._.,.._..,:.:- g . e stee 1 /8` nch braided. nylon_ rope .with a .450 -pound ,breaking atrength shall be` installed in each conduit ruh'- With`two (2) feet doubled back at each termination. 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Supplement this section with, the following: Junction boxes shall not be located in ADA sidewalk ramps or landing areas, and, when possible, shall be approximately centered in the concrete sidewalk area between concrete curb edges and soft- surface dirt edges, and located such that no less than four (4) inches of solid concrete sidewalk separates the near edge of the junction box from soft - surface dirt areas that abut the sidewalk edge. Asphalt joint filler material shall not be installed between junction boxes and concrete surfaces. A porous concrete slab that meets the requirements of ACI specification 522.1, "specification for pervious concrete pavement," shall be constructed beneath the junction r boxes as detailed in the plans. 8- 20.3(8) Wiring Supplement this section with the following: Illumination (street lighting) conductors and wires are the only type which may be spliced in junction boxes, using only the 3M Scotchcast- permanent, watertight, non -re- enterable splice kit. Wire marking sleeves and /or approved wire and cable tags are required in loop- ' wire splicing junction boxes and for loop lead -in to home run wires, identifying the loop numbers served. And, tags are required at the controller cabinet for optical preemption detection cable -to- detector identification. Marking sleeves and tags.are NOT required for any other individual conductors, multi - conductor,. coax or power cables 8- 20.3(10) Electrical Service Add the following: Two new 120/240V electrical services shall be provided where and as shown on the Plans. Contractor shall coordinate the location of these services with Pacific Power. A State electrical permit will be required for the services. All wiring and equipment shall conform to the appropriate electrical codes. The Contractor shall provide all materials required which are not supplied by Pacific Power. Installation and materials shall meet the requirements of Pacific Power. ' 8 -29 ILLUMINATION, SIGNALS, ELECTRICAL 8 -29.1 Conduit, Innerduct, and Outerduct Supplement this section with the following: All underground conduit shown on the plans shall be schedule 40 PVC (electrical grade - gray color), with pull rope. Additional materials to be installed on this project include, but 931 Page F F are not limited to, junction boxes cables and electrical conductors. The pull rope shall be a 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051- 4 -1/8), and.shall be installed in each conduit run with two (2) feet doubled back at each termination. When cable is pulled, this rope shall be re- pulled along with the cable. 8 -29.2 Junction Boxes r section the following::_.:.. u lement this sectio J.unction 'boxes _shall bey Quazite- : PG, Stvle; or approved. equivalent, called out on., -the Plans as Junction Boxes: Type -1 (13" x 24). They shall be constructed of polymer concrete and reinforced by a heavy -weave fiberglass, and they shall have a design load of 22,500 lbs. and a test load of 33,765 lbs.- in compliance with 2005 NEC, and meet SCTE 77 /ANSI Tier 22 test provisions. The enclosures shall be stackable with finished depths of 12" to 48 ". See Quazite Details for all technical data for each of the three enclosure sizes specified. 8 -29.10 Luminaires Supplement this section with the following: I All new luminaries shall be installed as shown on the plans. All new luminaires (fixtures) shall be LED -type with the following specifications: BETA LED- #STR-LWY-3M-12-C-UL- SV. Equivalents and /or alternate wattage LED's shall be pre- approved by the City and Traffic Engineers. 8- 29.12(1) Illumination Circuit Splices Revise this section as follows: The Contractor shall use only 3M Scotchcast, or pre- approved equal, watertight and non re- enterable splice kits for light circuit wiring splices in junction boxes. Otherwise, all standard NEMA/UL and IMSA- approved splicing methods shall be allowed for multi - conductor and single wire splicing that is required in new signal poles including locations adjacent to specified closable hand hole openings. 8 -29.24 Service Cabinet (Electrical) Supplement this section with the following: The electrical service shall be 120/240VAC multi - panel, electrical service with components, panels, and enclosures installed as per the Plans and City of Yakima Project Detail- Modified Electrical (Signal /Lighting) Service on Wood Pole. This new service shall replace the current non - metered electrical assembly on the same existing wood pole'(QWEST Tag# 1819R/ Inventory #A0615146, located on the north side of the east leg of W. Washington Avenue, approximately 160 feet east of centerline of S. 16th Avenue. It shall consist of a new 0 -200 Amp, Type - 120/240, Single Phase Electrical Service, with a meter base, and a new 200 Amp, 2 -Pole, 120/240 -VAC, 6- position (minimum) electrical circuit - breaker panel. (See the applicable Electrical Service- Project Detail for the required components, layouts, as well as for orientation, and references to plan and WSDOT details for connections and other hardware requirements. t The service shall be inspected by the applicable local utility company (Pacific Power & Light) for temporary and final service drops, meter and service inspections and permits. The new service shall meet all applicable Electrical codes. 94 1 P a g e - -- -- - -- - 1 1 1 n DIVISION 9 MATERIALS 9 -03 AGGREGATES 9- 03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) ' - - -- Section :9 =03:8 2 .is- sd---. I_ m —n _ - . _� _ . _. , -- (-) pp e, a fed withy the following. The number of ESAL's for the design and acceptance of the HMA shall be * ** 1 * ** million. 9- 03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 95 Page Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 1 ", W, '/2 ", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 95 Page 961 P age I (January 7, 2013) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 11 -036, effective January 7, 2013 is made a part of this contract. The Standard Plans are revised as follows: B -10:20 and :B10.40 Substitute "step" in lieu of "handhold" on plan B-90.40 Offset & Bend details, add the subtitle, "Plan View" above titles C-5 Deleted C -13 Deleted C-1 3a Deleted C-13b Deleted C-13c Deleted C-1 4a Deleted C-1 4b Deleted C-1 4c Deleted C-1 4d Deleted C-1 4e Deleted C-1 5a Deleted C-1 5b Deleted C-28.40 Deleted C- 70.10 -00 Elevation, and Barrier Connection Detail, callout for premolded joint filler, revise Y4" to 3/8" Note 1, revise %" to 3/8". 961 P age I The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3.' C- 75.10 -00 Elevation, callout for premolded joint filler, revise %4' to 3/8 ", Note 1, revise '/4" to 3/8 ". _The .Welded _Wire Reinforcing Substitution Option Table _iS_ deleted. The note. .. "* Optional„ Substitutions - _.. -.._ to W,elded:.Wire Reinforcements..shall ; conform:to Standardv,Specfication Sections 6 10 and 9 -07 is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3." C- 75.20 -00 Elevation, callout for premolded joint filler, revise %4' to 3/8 ", Note 1, revise V to 3/8 ". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete maybe substituted for reinforcing steel in accordance with Standard Specification 6- 10.3.' C- 75.30 -00 Elevation, and Plan views, callout for premolded joint filler, revise %4" to 3/8" ", Note 1, revise W to 3/8 ". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3." C- 80.10 -00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3.' C- 80.20 -00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3." C- 80.30 -00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3." C- 80.40 -00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, " *Optional Substitutions ' toWelded Wire Reinforcements shall conform to Standard Specification Sections 6 -10 and 9 -07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6- 10.3." ' D_3 Deleted D -3.10 Key Note 7, reference to 1130.04(5).06 is revised to 730.05(5) G -24.50 97 Page II� Detail B, callout, "Nylon Washer - When sign face has Type 3 or 4 sheeting" is revised to read; Nylon Washer - When sign face has Type 3, 4, 8 or 9 sheeting" G -30.10 Sheet 2, "Sign Installation on Signal or Light Standard" detail, "7-0" Min. "(2x) dimension(s) revised to read 7' -0" 1 - -:: G- 5x:10. __.- '—fe - Sheet 2, Diamond- Shaped. Sign detail;, dimension "More than 36 ". is revised . to -read, More than 30' ; G -60.20 Side View, callout, "Anchor Rod - 1 -3/4" Diam. x 4' -4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for V -0" Min." is revised to read; "Anchor Rod 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts Galvanize Exposed Anchor Rod End for V -0" Min." G -60.30 End View, callout, "Anchor Rod - 1 -3/4" Diam. x 4' -4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1' -0" Min." is revised to read; "Anchor Rod - 1 -3/4" Diam. x 4' -4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts - Galvanize r Exposed Anchor Rod End for 1' -0" Min." 1 -60.10 Deleted 1 -60.20 Deleted JJ =1f Deleted J -3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J- 6C..." is revised to read: "SEE STANDARD PLAN J710.10..." Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std. Plan J -9a are revised to J -60.05 (3 instances). J -7c Deleted J -12 Deleted J -15.10 Elevation View (3x), Depth dimension, reads; "Depth - See Std. Spec. 9- 20.3(14)E and Contract ", revised to read; "Depth - See Std. Spec. 8- 20.3(13)A and Contract" J-1 6b Key Note 1, reference to J-1 6a is revised to J -40.36 J-1 6c Key Note 1, reference to J-1 6a is revised to J -40.36 J -20.10 Detail A, add callout, W Thick Grout (Four sides) J -20.11 981 Page 1 J 1 J -90.20 Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1 -5/8" Slotted Channel' is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1 -5/8" Slotted Channel" EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG K -80.30 Section B, add callout, 3/" Thick Grout (Four sides) In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K -80.35 J -40.30 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right -hand Section A, dimension, "18" Min. from top of soil surface" is revised to read; 24" Min. from top of soil corner of that plan. Standard Plans showing different dates shall not be used in this contract., surface. Callout, "Gravel Pad" is revised to read; Crushed Surfacing - Per Standard Spec. Section 9- ' A- 30.35- 00.......10/12/07 A- 50.20- 01.........9/22 /09 A- 40.00- 00.........8/11 /09 A- 50.30- 00.......11/17/08 03.9(3) A- 10.30- 00......10/5/07 - A- 20.10- 00......8/31 /07 Deleted. J -75.40 A- 40.20- 01 ........... 2/7 /12 A- 60.20- 02 ............ 6 /2/11 Monotube Sign Structure, elevation, callout - EQUIPMENT GROUNDING CONDUCTOR - SIZE PER A- 40.50- 01 ............ 6 /2/11 A- 60.30- 00 .......... 11 /8/07 NEC. MINIMUM SIZE # 8 A- 50.10- 00.......11/17/08 A= 60.40- 00..........8/31 /07 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR - SIZE PER NEC minimum size # 4 AWG Detail C, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING ' BAR, SIZE PER NEC MIN. SIZE # 8 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG J -75.45 elevation, callout - EQUIPMENT GROUNDING CONDUCTOR - SIZE PER NEC. MINIMUM SIZE # 8 1 Is revised to read: EQUIPMENT GROUNDING CONDUCTOR - SIZE PER NEC minimum size # 4 AWG Detail D, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC. MIN. SIZE # 8 Is revised to read: J -90.10 Section B, callout, "Hardware Mounting Rack - S. S. 1 -5/8" Slotted Channel' is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1 -5/8" Slotted Channel' 1 J -90.20 Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1 -5/8" Slotted Channel' is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1 -5/8" Slotted Channel" EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG 1 K -80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K -80.35 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract., A- 10.10- 00........8/7/07 A- 10.20- 00......10/5/07 A- 30.35- 00.......10/12/07 A- 50.20- 01.........9/22 /09 A- 40.00- 00.........8/11 /09 A- 50.30- 00.......11/17/08 A- 10.30- 00......10/5/07 A- 40.10- 02 ........... 6/2 /11 A- 50.40- 00.......11/17/08 A- 20.10- 00......8/31 /07 A- 40.15- 00 ......... 8/11 /09 A- 60.10- 01........10/14 /09 A- 30.10- 00......11 /8/07 A- 40.20- 01 ........... 2/7 /12 A- 60.20- 02 ............ 6 /2/11 A- 30.15- 00 ...... 11 /8/07 A- 40.50- 01 ............ 6 /2/11 A- 60.30- 00 .......... 11 /8/07 A- 30.30 - 01......6/16/11 A- 50.10- 00.......11/17/08 A= 60.40- 00..........8/31 /07 99fPage 1 DI B -5.20- 01........6/16/11 B- 30.50- 01.........4/26 /12 B- 75.20- 01 .......... 6/10 /08 B -5.40- 01 ......... 6/16 /11 B- 30.70- 03.........4/26 /12 B- 75.50- 01 .......... 6/10 /08 B -5.60- 01 ......... 6/16 /11 B- 30.80- 00 ........... 6/8 /06 B- 75.60- 00 ............ 6 /8/06 B- 10.20- 01........2/7/12 B- 30.90- 01........9/20/07 B- 80.20- 00 ......... 6/8/06 B- 10.40- 00 ........ B- 10.60 = 00........6/8/06 6/1 /06 B- 35.20- 00 .......... B- 35.40- 00 .......... 6/8 /06 6/8 /06 B- 80.40- 00 ......... 6/1 /06 B- 82.20- 00 ......... 6/1/06 B- 15.20- 01........2/7/12 B- 40.20- 00 .......... 6/1 /06 B- 85.10- 01.........6/10 /08 B- 40:40-01-:::....6 /16/10: B- 15.60- 01 .......... 2/7/12 .. B- 45.20- 00:.... 6/1 %06.., B= 85.30- 00 :...::...:6/1 /06 . :. B- 20.20- 02.......3/16/12 B- 45.40- 00 .......... 6/1 /06 B- 85.40- 00 .......... 6/8 /06 B- 20.40- 03.......3/16/12 B- 50.20- 00 .......... 6/1 /06 B- 85.50- 01.........6/10 /08 B- 20.60- 03.......3/15/12 B- 25.20- 01........3/15/12 B- 55.20- 00 .......... B- 60.20- 00 .......... 6/1 /06 6/8 /06 B- 90.10- 00 .......... B- 90.20- 00 .......... 6/8 /06 6/8 /06 B- 25.60- 00 ......... 6/1 /06 B- 60.40- 00 .......... 6/1 /06 B- 90.30- 00 .......... 6/8 /06 B- 30.10- 01.........4/26 /12 B- 65.20- 01 .......... 4/26 /12 B- 90.40- 00 .......... 6/8 /06 B- 30.20- 02.........4/26 /12 B- 65.40- 00 .......... 6/1 /06 B- 90.50- 00 .......... 6/8 /06 B- 30.30- 01.........4/26 /12 B- 70.20- 00 .......... 6/1 /06 B- 95.20- 01 .......... 2/3 /09 B- 30.40- 01 .......... 4/26 /12 B- 70.60- 00 .......... 6/1 /06 B- 95.40- 00 .......... 6/8 /06 C- 1 ....................6 /16/11 C- 6 .................... 5 /30/97 C- 23.60- 02......6/21/12 C -1 a .................10/14/09 C- 6a ................ 10/14/09 C.24.10- 00......7/12/12 C -1 b ...................6/16/11 C- 6c .................... 1 /6/00 C- 25.18- 03........7/2/12 C -1 c ..................5/30/97 C- 6d ................... 5/30/97 C- 25.20- 05........7/2/12 C -1 d ................10/31 /03 C- 6f ................... 7/25/97 C- 25.22- 04........7/2/12 C- 2 ....................1 /6/00 C- 7 ..................... 6 /16/11 C- 25.26- 02........7/2/12 C- 2a ..................6/21/06 C- 7a ................... 6/16/11 C- 25.80- 02........7/2/12 C- 2b ..................6/21/06 C- 8 ..................... 2 /10/09 C- 40.14 - 02........7/2/12 C- 2c ..................6/21 /06 C- 8a ................... 7/25/97 C- 40.16- 02........7/2/12 C- 2d ..................6/21/06 C- 8b .................... 6/27/11 C- 40.18 - 02........7/2/12 C-2e .................. C- 2f ...................3/14/97 6/21/06 C- 8e .................... C- 8f ..................... 2/21 /07 6/30/04 C- 70.10- 00........4/8/12 C- 75.10- 00........4/8/12 C- 2g ..................7/27/01 C- 10 ...................... 6 /3/10 C- 75.20- 00........4/8/12 C- 2h ..................3/28/97 C- 16a ................. 6/3/10 C- 75.30- 00........4/8/12 C- 21 ...................3 /28/97 C- 16b ................. 6/3/10 C- 80.10- 00........4/8/12 C- 2j ...................6/12/98 C- 20.10- 00 ......... 7/2/12 C- 80.20- 00........4/8/12 C- 2k ..................7/27/01 C- 20.14- 02 ........... 7/2 /12 C- 80.30- 00........4/8/12 C- 2n ..................7/27/01 C- 2o ..................7/13/01 C- 20.15- 01 ........... C- 20.18- 01 ........... 7/2 /12 7/2 /12 C- 80.40- 00........4/8/12 C- 80.50- 00........4/8/12 C- 2p ................10/31/03 C- 20.19- 01 ........... 7/2 /12 C- 85.10- 00........4/8/12 C- 3 ...................6 /27/11 C- 20.40- 03 ........... 7/2 /12 C- 85.11- 00........4/8/12 C- 3a .................10/4/05 C- 20.42- 03 ........... 7/2 /12 C- 85.14- 00........6/16/11 - C- 3b ................6/27/11 C- 20.45.01 ........... 7 /2/12 C- 85.15- 00........6/16/11 C- 3c ................6/27/11 C- 22.14- 02........6/16/11 C- 85.16- 00........6/16/11 C- 4b ..................6/8/06 C- 4e ..................2/20/03 C- 22.16- 03........4/18/12 C- 22.40 - 02........6/16/10 C- 85 -18- 00........6/16/11 C- 85.20- 00........6/16/11 C- 4f ...................7/2/12 C- 22.45.00........6 /16/11 C- 90.10- 00........7/3/08 D- 2.04- 00 ........ 11 /10/05 D- 2.48- 00 ........ 11 /10/05 D- 3.17- 01...... 5/17/12 D- 2.06- 01 ........ 1 /6/09 D- 2.64- 01 ........ 1 /6/09 D-4.: ............... 12/11 /98 D- 2.08- 00 ........ 11 /10/05 D- 2.66- 00 ........ 11 /10/05 D- 6 ...................6 /19/98 D- 2.14- 00 ........ D- 2.16- 00 ........ 11 /10/05 11 /10/05 D- 2.68- 00 ........ D- 2.80- 00 ........ 11 /10/05 11 /10/05 D- 10.10- 01......12/2/08 D- 10.15- 01......12/2/08 D- 2.18- 00 ........ 11 /10/05 D- 2.82- 00 ........ 11 /10/05 D- 10.20- 00 ......... 7/8/08 D- 2.20- 00 ........ 11 /10/05 D- 2.84- 00 ........ 11 /10/05 D- 10.25- 00 ......... 7/8/08 D- 2.32- 00 ........ 11 /10/05 D- 2.86- 00 ........ 11 /10/05 D- 10.30- 00 ......... 7/8/08 D- 2.34- 01 ........ 1 /6/09 D- 2.88- 00 ........ 11 /10/05 D- 10.35- 00 ......... 7/8/08 D- 2.36- 02 ........ 1 /6/09 D- 2.92- 00 ........ 11 /10/05 D- 10.40- 01......12/2/08 D- 2.42- 00 ........ 11 /10/05 1001Page D- 3.09- 00........5/17/12 D- 10.45- 01......12/2/08 1 K-10.20'O1 ...... 10/12/07 K'28.40'01 ...... 1OM2/O7 K'40.8O-00 ....... 2/16/07 N� ----�----'---------'--'-------'------'--'--�'------------------'----------------- 1Q1 |Page D-2/44-U8--'11/1O/O6 D'310-00--6116110 D-1 5,10-01--12/2/08 D-2.G0'O0 ........ 11/1O/05 D'311-01--3/15/12 D-1 5.20-O2--'G/2/11 0� D-2.62-O0--'11M0/05 O'315-01--5/17/12 C-15.3U-01 ...... 12/02/08 D-2.40-OO ........ 11/1O/05 D'310_01--5/17/t2 *1 � ------' 2/21/O7 E-4 8/27/03 ------' ~� E-2------'5/2Q/A8 E-4a .................. 8/27/03 F`1O.1O-UO ......... 0/27/11 F-3010-01--'0/3/ 0 F-4510-01 ........ V21/12 F'10,40'02---'8/31M2 F-10.42'OO ......... 1/23/O7 F-4O12'01 .... ... 8/3/1,0 F'4O14'01 ........ 8/3/ 0 F-8O10-02— .... 3/15M2 G-1O10-O0 ........ Q/20/O7 G-24.S0'Oi ..... 0/18/11 G-70.20-01.—G/27/11 G-2O10-8O ........ A/2O/07 Q-25.10'O3 ...... 3/15/;2 G-7O.30-81 ...... }%27/ 1 mw G-221U-01 .......... 7/3/08 G'3010-01 ..... 0d8M1 G-0010-U1—'5/;1/11 G-2410'U0 ...... 11/8/07 G'5O10-O0 ..... 11/8/U7 G'00.20'O1—'6/27/11 G-24*20'01 .... G'34.30'O1 ...... 2/7/ 2 2/7/ 3 G-8O10-01 ...... *6B27/ 1 G-002O'01--�/27/ 1 G-90,30-01,,,,,6/2/1 O-U1 G'0O� — ' 1 1O/14/O0 G'24.4O'02 ...... 2/7/12 G-00.30'01--.0/27/ 1 G-051O-01 ..... 0/2/11 G-24.5O-01 ..... 2/7/12 G-7010'01-'6K27M1 G-06.20-02--0/2/11 H4O1O'0O .......... 7/3/08 H'3218-00--.0/2O/O7 G-Q5.3O-02 ...... H-701O-01 ...... 0/2/ 1 2Y7/12 H-1015-00---.7/3/88 H'301O-00 ...... 1012/07 H-681O-01 .... .... 7/3/08 H'OU.20-01 ......... 7/3/08 H-70*20-01 ..... 2/18/12 H'7O.3O-02 ...... 2/7/ 2 1-101O-01---8/11/00 1-30/40-00.—'1012/O7 1-6O.20'00---.8/31/07 1-3010-01---&11/00 |'3O15-01 .......... 2/7712 1-4O.1O-0O ......... Q/2O/07 |-4O.20'0O ......... A/20/07 1-8010-01---. 8/11/09 |-3D.28-O0---Q/2O/07 |-5010-O0---Q/2O/07 |'3O.30'OO ......... 0/20K}7 J'3-------&;/07 J'2215'0U ...... 18/14/0Q J'40.30-O2--5/11/11 J-3b ................... 3/4/05 J-2216'01--0/3/10 J'4O.35'UU ...... 3/16M2 N� J'3o ................... J'3d ................. G/24/O2 11/5/O3 J'20.10-02—'3/15/12 J-2015'01—'5/17/12 J'4O.30-OU J'4O.37'OO ....... G/3/1O ....... G/3/10 J-10------7/18/Q7 J-27.10-0D—'3/15/12 J'48.38-OO ....... 016/11 J-1011'01--5/11/11 J-1015-U0--'7/2/12 J-2715'00—'3/15/12 J'281O-01 ...... 5d1/11 J-6010'00---0/3/11 J-5011'OO ....... G/3/11 J'151O-00 ... .... 5/8/ 2 J'28.22-00--.8/07k]7 J'50.12'OO ....... G/3/11 J'1515'UO ...... G/1G/1O J-28.24-00 ....... 8/07/07 J'5015'OO ....... G/3/11 J-18b ................ J40c ................. 2/10/OQ 2MO/O0 J'28.26'01--12/O2/O8 J'28.3U'O2 ...... 0/27/ 1 J-50.20'OO J'50.25'0D ....... G/3/11 ....... G/3/11 J-20.10-01--7h2/12 J-28.4O-01 ...... 1O/14/0A J-50.30-8D--.G/3/11 J-2011-00--7/12/12 J'28,42-UO ....... 8/07/07 J-SU.05'OO ....... G/1G/11 J'2O15-01 ...... 7/12/12 J-28.45-01--.0/27/ 1 J-6013'U8 ....... 6/16/1O J'2O10-01 ...... 7/12/12 J-28.50'02--. 6/2/11 J-8014-0O--G/1G/1O J'20.20-01--7M2/12 J'28.8U-01 ....... V2/ 1 J-7510-01--5/11/11 J'2O.28-U1 ...... J'2110-02--0/27/11 7/12/12 J'28.70-U1--.5M1/11 J'2Q10-00 ....... O/27/ 1 J'75.2O-OO J'75.3O-U1 ...... 2/1O/OD ....... 5M1/11 J-21.15'00--10/14/OA J'20j5-00--. 6/27/11 J'75.40'UO ....... 1O/14X}Q J'2110-O0--10/14/0A J'2&10-O0--.8/27/ 1 J'75,46-OU— ... 10/14X]0 J-2117-O0--10/14/U0- J'401O-U2 ...... 5M1/11 J'8O1U-01 ....... O/27/ 1 J'21.20-O0--10/14/0A J_40.2O-01 ...... 5/17U2 J-A0.2U-01 ....... 6/27/ 1 K-10.20'O1 ...... 10/12/07 K'28.40'01 ...... 1OM2/O7 K'40.8O-00 ....... 2/16/07 N� ----�----'---------'--'-------'------'--'--�'------------------'----------------- 1Q1 |Page K- 10.40- 00........2/15/07 K- 30.20- 00........2/15/07 K- 40.80- 00.......2/15/07 K- 20.20- 01......10/12/07 K- 30.40- 01......10/12/07 K- 55.20- 00.......2/15/07 K- 20.40- 00........2/15/07 K- 32.20- 00........2/15/07 K- 60.20- 02 ......... 7/3/08 K- 20.60- 00........2/15/07 K- 32.40- 00........2/15/07 K- 60.40- 00.......2/15/07 K- 22.20- 01......10/12/07 K- 32.60- 00........2/15/07 K- 70.20 - 00.......2/15/07 K- 24.20- 00........2/15/07 K- 32.80- 00........2/15/07 K- 80.10- 00.......2/21/07 1 K- 24.40- 01......10/12/07 K- 34.20- 00........2/15/07 K- 80.20 - 00.....12/20/06% - 24:6D= 0Q.------2/1,5/07-- .., " K= 36:20- 0"::.:::2/15J07" = V K800 = 00:::.2/21/07 - - " K- 24.80 =01 ......10/12/07 0 - 8035 - 00...:.....22//2211//007K40.20- K: . K- 26.20- 00........2/15/07 K- 40.40- 00........2/15/07 K- 80.37- 00. 7 L- 10.10- 02 ........ L- 20.10- 02 ........ 6/21 /12 6/21 /12 L- 40.10- 02 ........ L- 40.15- 01........6/16/11 6/21 /12 L- 70.10- 01 ....... L-70.20-01 ....... 5/21 /08 5/21/08 L- 30.10- 01........6/16/11 L- 40.20- 02 ........ 6/21 /12 M- 1.20- 02 ......... 6/3/11 M- 9.60 - 00.......2/10/09 M- 40.10- 02......5/11 /11 M- 1.40- 02 ......... 6/3/11 M- 11.10- 01.......1/30/07 M- 40.20- 00...10/12/07 M- 1.60- 02 ......... 6/3/11 M- 15.10- 01.......2/6/07 M- 40.30- 00......9/20/07 M- 1.80- 03 ......... M- 2.20- 02 ......... 6/3/11 6/3/11 M- 17.10- 02 ......... M- 20.10 - 02 ......... 7/3/08 6/3/11 M- 40.40- 00......9/20/07 M- 40.50- 00......9/20/07 M- 3.10- 03 ......... 6/3/11 M- 20.20- 01.......1/30/07 M- 40.60- 00......9/20/07 M- 3.20- 02 ......... 6/3/11 M- 20.30- 02.....10/14/09 M- 60.10- 01......6/3/11 M- 3.30- 03 ......... 6/3/11 M- 20.40- 02 ......... 6/3/11 M- 60.20- 02......6/27/11 M- 3.40- 03 ......... 6/3/11 M- 20.50- 02 ......... 6/3/11 M- 65.10- 02......5/11/11 M- 3.50- 02 ......... 6/3/11 M-24.20-01 ....... 5/31/06 M- 80.10- 01......6/3/11 M -5.10- 02 ......... M- 7.50- 01 ......... 6/3/11 1 /30/07 M- 24.40- 01.......5/31/06 M- 24.50- 00.......6/16/11 M- 80.20- 00......6/10/08 M- 80.30- 00......6/10/08 M- 9.50- 01 ......... 1 /30/07 M- 24.60- 03 ....... 5/11 /11 1021 Page - -- -- CONTRACT THIS AGREEMENT, made and entered into in triplicate, this —1 day of N\.a 2013, by and between the City of Yakima, hereinafter called the Owner, and Columbia Asphalt and Gravel, Inc. h Washington 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 fumish all tools, materials, labor and equipment for THE BID AMOUNT OF: $216,730.01, for Franklin Park Parking Lot Rehabilitation, City Project No. 2351, all in accordance with, and as described in the attached plans and specifications and the 2012 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 completed in Twenty (20) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th 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 Contractors 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. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non - performance of the services, duties and obligations required of it under this Agreement. IV. 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. V. 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 day of 2013. a Corporation Contractor i By: Cit Manager CIL v (Print Name) 1� ity Clerk i ` *'~ +yiJ� Its `, k 0L.Pn.$AM+ �� 41 (President, Owner, etc.) CITY CONTRAC r No. 012 ,� � v , Address: 1�h \T yL "t 333 RESOLUTION NO: Jyb 'O` It' 1 PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: Bond #: 2170204 That whereas the City of Yakima, Washington has awarded to Columbia Asphalt and Gravel:. Inc. ((ontractor) hereinafter designated as the'Prindpal' a contract for the construction of the project designated Franklin Party Parking Lot Rehabilitation, City Project No..2351; all as hereto attached and made a part hereof and whereas,.said.principal is required under the terms of said contract:to fumish a bond for the faithful performance of said contract: NorthAAmerican Specialty NOW, THEREFORE, we, the principal, and T - uranr-A rr,mcan-, f Surety), a corporation, organized and existing under and by virtue of the laws, of the State of IVH duly authorized to do business in the State of Washington, as surety; are jointly and severally held and firmly bound unto the City of Yakima; Washington, inthe penal sum of 216 730 _ ()'(Total Contract Amount) lawful money of:the United States, the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents: THE CONDITIONS OF THIS BOND IS SUCH, that if the above bonded principal 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 maybe granted under said contract,, and shall pay all laborers, mechanics, sub - contractors and materialmen; the'daims of any person or persons arising under the contract to the eztenfsiich claims are provided for in RCW 3$.{18.610; the state with respect to taxes imposed pursuantIto Titles 50, 51 and 82 RCW which may tie due;.and all persons who shall supply said principal or sub - contractors with provisions and supplies for the carrying on of said work, and shall, hold said City. of Yakima, Washington, their employees; agents, and elected or appointed'officials, harmless from any damage occasioned to any person or property by reason al' Any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said work, and shal[indemnify and hold.the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harrnless from any damage or expense by reason of failure.of performance as specified in said contract, or from defects appearing or developing in the rnateriat or workmanship provided or performed under said contract after its acceptance thereof by the City of Yakima, Washington,. and all claims filed In compliance with Chapter 39.08 RCW are resolved :and all taxes pursuant to Titles 50 and 51 and 82 RCW have been paid, then and in that event this obligation shall be void; but otherwise It shall be and remain in full force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinarces of the City of Yakima, Washington, IN S WHER F t e said principal and the said surety have caused this bond_to be signed and sealed by their duly authorised officers thi i� day of 2013 Columbia Asphalt and Gravel, Inc. (Principal} i By: . (Sign ML Approved as o fo (Print Name) E( Atfornsy) ' NorfN American Specialty Insurance (Surety) By: (Signature) Donna Martinez., (Print_Name) _ -- - - -i — Attorhey -in -Fact (TdieJ . Company NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: ' KENNETH J. FRICK, LORI McKIMMY and DONNA MARTINEZ JOINTLY OR SEVERALLY I 1 L Its true and lawful Attomey(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24's of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." 7 S�G� ,,A x1� Cap11PpjY j Ty� unur.on. e'` +u�AM'tN1�0aiNm� j B , G S� aSE%iL n = Steven P. Anderson, Senior Vice President of Washington International Insurance Company = � Sl�l- :{y 1973 eW n &Senior Vice President of North American Specialty insurance Company Ot ;m 4�i•y'' .AMPS.: l� �••••%. . .;�Y s karr'a� 01111 By Call David M. Layman, Vice President of Washington International Insurance Company & Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of May , 20 12 . ' State of Illinois County of Cook SS: North American Specialty Insurance Company Washington International Insurance Company On this 17th day of May 20 12, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIAL SEAL" �JL,QyttnLA DONNA D. SKLENS Notary Public, State of Illinois Donna D. Sklens, Notary Public My Commission Ezpires.IOAWOIS I, Jeffrey Goldbere ,the duly elected Assistant Secretary of North American Specialty Insurance Company and .Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said, North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect, IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this day of , 20 13 . Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company ACC? " CERTIFICATE OF LIABILITY INSURANCE 4/30/2013 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS'NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Conover Insurance 125 N. 50th Ave. P.O. BOX 10088 Yakima WA 98909 -1088 CONTACT Traci Sullivan NAME: PHONE (509) 965-2090 F 'AX C. No,: (509) 966 -3454 E -MAIL , tracis@ conoverinsurance . com INSURERS AFFORDING COVERAGE NAIC 9 INSURERA:Travelers Indemnity Co LIMITS INSURED Columbia Asphalt & Gravel, Inc. Columbia Ready Mix, Inc. P.O. Box 9337 Yakima WA 98909 INSURERB:Travelers Indemnity Co of CT INSURERC:Travelers Pro /Cas of America INSURER D: INSURER E : $ 1, 000, OOC INSURER F: X COMMERCIAL GENERAL LIABILITY D ' COVERAGES CERTIFICATE NUMBER:13 - 14 REVISION NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR T TYPE OF INSURANCE A ADDL S SUBR P POLICY NUMBER M POLICY EFF P POLICY EXP L LIMITS GENERAL LIABILITY EACH OCCURRENCE $ $ 1, 000, OOC X COMMERCIAL GENERAL LIABILITY D DAMAGE O ENTED 3 300 DOC A C CLAIMS -MADE Fx_] OCCUR D DTCO2442M85AIND13 / /26/2013 / /26/2014 M MED EXP (Any one person) $ $ 10,00C PERSONAL 8 ADV INJURY $ $ 1, 000, OOC GENERAL AGGREGATE $ $ 2, 000, DOC GEN'L AGGREGATE LIMIT APPLIES PER P PRODUCTS - COMP /OP AGG $ $ 2, 000, OOC X POLICY PRO LOC $ $ AUTOMOBILE L LIABILITY E Ee aBINEDtSINGLE LIMIT 1 1,000,000 B X A BODILY INJURY (Per person) $ $ B X ANY AUTO B BODILY INJURY Per a $ ALL OWNED SCHEDULED T T8102442M85ATCT13 / /26/2013 / /26/2014 B AUTOS AUTOS ( accident $ HIRED AUTOS NON -OWNED P PROPERTY DAMAGE $ $ Medical payments $ $ 5,00 X U UMBRELLA LIAB O OCCUR E EACH OCCURRENCE $ $ 5,000,000 ' CERTIFICATE HOLDER ' City of Yakima 129 North 2nd Street ' Yakima, WA 98901 'ACORD 25 (2010/05) IMQA,2r.ion'nnc'— CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Traci Sullivan /TRACISt,GZ -. ©1988 -2010 ACORD CORPORATION. All rights reserved. TL... A /`AOr% - --.-- .—A 1...................M....J ......1... ..L A PAOr% 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Cover- age Part, but: a) Only with respect to liability for "bodily injury ", "property damage" or "personal injury "; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a) In the event that the Limits of Insurance of this Coverage Part shown in the Declarations exceed the limits of liability required by the "written contract requiring insurance ", the in- surance provided to the additional insured shall be limited to the limits of liability re- quired by that "written contract requiring in- surance". This endorsement shall not in- crease the limits of insurance described in Section III — Limits Of Insurance. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: ' i. The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, ' approving, or failing to prepare or ap- prove, drawings and specifications; and ii. Supervisory, inspection, architectural or engineering activities. c) The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products- completed op- erations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that oc- curs before the end of the period of time for which the "written contract requiring insur- ance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible "other insurance ", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non - contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance ". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible "other in- surance", whether primary, excess, contingent or on any other basis, that is available to the addi- tional insured when that person or organization is an additional insured under such "other insur- ance". 4. As a condition of coverage provided to the additional insured by this endorsement: a) The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: 1 CG D2 46 08 05 © 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 t IPage 2 of 2 any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to 'other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. © 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 COMMERCIAL GENERAL LIABILITY ' 'occurrence" L How, when and where the or offense took place; ' ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the 'occurrence" or ' offense. b) If a claim is made or "suit' is brought against the additional insured, the additional insured ' must: i. Immediately record the specifics of the claim or "suit' and the date received; and 1 iii. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit' as ' soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit', cooperate ' with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. ' d) The additional insured must tender the de- fense and indemnity of any claim or "suit' to t IPage 2 of 2 any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to 'other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. © 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) 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 than 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 ISubscribed and sworn to before me on this day of 201 i t 1 Notary Public in and for the State of Washington residing at 111 Page IPREVAILING 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'Clia ter 39:12- RM- -as amended: '-TMen- arid`r-o ulations:of the p 9 I? :.'labor Industries are by reference made a part of this. contract as though fully set forth herein. The current 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 included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as ' determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. 1 In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the ' Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. ' Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: ' Department of Labor and Industries ESAC Division PO Box 44540 ' Olympia, Washington 98504 -4540 Telephone: 360- 902 -5335 Ll 1 1131 Page ` mm State of Washington _ - N� Department nfLabor & Industries m� Prevailing Wage Section ' Telephone 380'902'5335 PO Box 44540, Olympia, WA 98504-4540 \�� ` ''r-_ '' 'E�` - th�^~'d� ' ~ � ` i'' *'�^'���' - ///�rn�,~"unu=*o u^�ru/n��ov�uu�uoo' nou��vvugcrnccnnocnenounyracem/nnge ' benefits. On public vvodo projects' worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit.Code Key. Prevailing wage rates which have been published On: 2V1/2013 and will be effective from: 3/3/2013 114|Poge d'' bt Yakima Asbestos Abatement Workers Journey Level $17.83 Yakima Boilermakers Journey Level $62.34 5N ic Yakima Brick Mason Journey Level $41.48 5A. IM Yakima Building Service Employees Janitor $9.19 1 Yakima Building Service Employees Shampooer i $11.14 Yakima Building Service Employees Waxer $9.19 Yakima Building Service Employees Window Cleaner $9.19 Yakima Ca inet Makers (In Shop) Journey Level $16.35 Yakima C�nters Journey Level $29.72 Yakima Cement Masons Journey Level $37.40 7B IN Yakima Divers & Tenders Diver $100.28, So 1M 8A Yakima Divers & Tenders Diver On Standby $56.68 �D IMM Yakima Divers & Tenders Diver Tender $52.23 5D IM Yakima Drvers & Tenders Surface Rcv & Rov Operator $52.23 5D im- Yakima Divers & Tenders Surface Rcv & Rov Operator Tender .$48.67 5A 1B Yakima Dredge Workers Assistant Engineer $51.37 !jD aG Yakima Dredge Workers Assistant Mate(cleckhand) $50.86 5D 3G Yakima Dredge Workers Boatmen $51.37 SD 3G Yakima Predge Workers Engineer Welder $51.42 �D 3G Yakima Dredge Workers Leverman, Hydraulic $52.99 �D LG Yakima DredEe Workers Maintenance $51.11 SID 3G Yakima DjedFe _Workers Mates $51.37 5D 3G Yakima qEedge Workers Oiler .$50.99 �LD LG Yakima DrVwall Applicator Journey Level $38.43 �D IM Yakima Drywall Tapers Journey Level $32.51 7E IP Yakima Electrical Fixture Maintenance Journey Level $43.32 Workers Yakima Electricians - Inside Cable Splicer $54.82 SA 1E Yakima Electricians - Inside Journey Level $52.94 SA 1E Yakima Electricians - Inside Welder $56.71 �jA IE Yakima Electricians - MoW �ho Craftsman $15.37 1 Yakima Electricians - MotqLShop Journey Level $14.69 1 Yakima Electricians - Powerline Construction able Splicer $64.95 5A 4A 114|Poge d'' 1 1 1 1 1 1 1 1 1 -i - -1 -5, - I , _P, - -a g__ - 'e, Construction Yakima Electricians - Powerline Construction Groundperson $42.16 5A 4A Yakima Electricians - Powerline Construction Head Groundperson $44.50 5A AA Yakima Electricians - Powerline- Construction Heavy Line Equipment Operator $59.37 5A 4A Yak!ma,.-.-.,.••., Electricians---Powerl'ine: Constr* uction Jackhammer-Operator------*--,--. ----- -- <44.50 4A-:-- Yakima Electricians - Powerline -Construction Journey Level Lineperson $59.37 5A 4A Yakima Electricians - Powerline Construction Line Equipment Operator $49.95 5A 4A Yakima Electricians - Powerline Construction Pole Sprayer $59.37 5A 4A Yakima Electricians- Powerline iConstruction Powderperson $44.50 5A 4A Yakima Electronic Technicians Journey Level $23.40 1 Yakima Elevator Constructors Mechanic $77.70 7D 4A Yakima' Elevator Constructors Mechanic in Charge $84.24 7D 4A Yakirr�a Fabricated Precast Concrete Products Craftsman - in-Factory Work Only $9.19 1 Yakima Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $9.19 1 Yakima Fence Erectors-. Fence Erector- $13.79 1 Yakima Fla ers Journey Level $24.62 1 Yakima, Glaziers Journey Level - $22.43 61 19 Yakima Heat & Frost insulators And Asbestos Workers Journey Level $25.32 1 Yakima Heating Equipment Mechanics. Journey Level $34.85 1 Yakima Hod Carriers & Mason Tenders Journey Level $33.71 7A 2Y Yakima Industrial Power Vacuum Cleaner Journey Level" $9.24 1 Yakima Inland Boatmen Journey Level $9.19 Yakima inspection/Cleaning/Sealing Of Cleaner Operator, Foamer Operator $9.73 Sewer & Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing Of Grout Truck Operator $11.48 1 Sewer & Water Systems By Remote Control Yakima inspection/Cleaning/sealing Of Head Operator $12.78 Sewer & Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing 0 - Technician $9.19 1 Sewer & Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing . Of TV Truck Opera , tor $10.53 1 Sewer & Water Systems By Remote Control Yakima Insulation Applicators Journey Level $38.43 SID 1M Yakima' Ironworkers Journeyman .. $52.44 -- $52.44-- ZN Yakima Laborers Air, Gas Or Electric Vibrating Screed $32.75 7A 2Y Yakima Lab6rers Airtrac Drill Operator $33.71 7A 2Y Yakima Laborers Ballast Regular Machine $32.75 7A 2Y Yakima Laborers • Batch Weighm6n $30.75 7A 2Y' iYakima I Laborers Brick Pavers $32.75 ZA LY -i - -1 -5, - I , _P, - -a g__ - 'e, Yakima Laborers Brush Cutter $32.75 7A 2Y Yakima Laborers Brush Hog Feeder $32.75 7A 2Y Yakima Laborers Burner $32.75 7A :2Y Yakima Laborers Caisson Worker $33.71 7A 2Y Yakima Laborers Carpenter Tender $32.75 7A 2Y Yakima Laborers Cement Dumper-paving $33.31 7A 2Y -- '$32.75 , 2Y Yakima- Laborers Change-Ho'bse'Or Dry Shack $32.75 2y Yakima. Laborers Chipping Gun (under 30 Lbs: )' $32.75 7A 2Y Yakima Laborers Chipping Gun(30 Lb.s. And Over) $33.31 7A 2Y Yakima Laborers Choker Setter $32.75 7A 2y Yakima Laborers Chuck Tender $32.75 7A 2Y Yakima Laborers Clary Power Spreader $33.31 7A 2Y Yakima Laborers Clean-up Laborer $32.75 7A 2Y Yakima Laborers Concrete Dumper/chute Operator $33.31 7A Yakima Laborers Concrete Form Stripper $32.75 7A 2Y Yakima Laborers Concrete Placement Crew $33.31 7A 2Y Yakima Laborers Concrete Saw Operator/core Driller $33.31 7A 2Y Yakima Laborers Crusher Feeder $30.75 7A 2Y Yakima Laborers Curing Laborer $32.75 7A 2Y Yakima' Laborers Demolition: Wrecking & Moving, (incl. Charred Material) $32.75 7A 2Y Yakima Laborers Ditch Digger $32.75 7A 2Y Yakima Laborers Diver $33.71 7A 2Y Yakima Laborers Drill Operator (hydraulic,diamond) $33.31 7A 2Y Yakima Laborers Dry Stack Walls $32.75 7A 2Y Yakima Laborers Dump Person $32.75 7A 2Y Yakima Laborers Epoxy Technician $42.75 7A 2Y Yakima Laborers Erosion Control Worker $32.75 7A 2Y Yakima Laborers Faller & Bucker Chain Saw $33.31 7A, 2Y Yakima Laborers Fine Graders $32.75 7A 2Y Yakima Laborers Firewatch $30.75 7A 2Y Yakima Laborers Form Setter $32.75 7A 2Y Yakima Laborers Gabian Basket Builders $32.75 7A 2Y Yakima Laborers General Laborer $32.75 7A 2Y Yakima Laborers Grade Checker & Transit Person, $33,71. 7A 2Y Yakima Laborers Grinders $32.75 7A 2Y Yakima- Laborers Grout Machine Tender - $32.75 7A - 2Y Yakima Laborers Groutmen (pressure)including Post Tension Beams $33.31 7A 2Y Yakima Laborers . . 0 . 6uag'e and Lo'ckTen'd'er. $33'.81, 7A 2Y Yakima Laborers Guardrail Erector $32.75 7A 2Y Yakima_ r, �Laborers. Hazardous Waste Worker (level A) $33.71 7A 2Y Yakima L Laborers Hazardous Waste Worker (level B) $33.31 7A 2Y Yakima Laborers Hazardous Waste Worker (level C). $32.75 7A 2Y. Yakima Laborers High Scaler $33.71 7A 2Y Yakima-, Laborers Jackhammer $33.31 7A 2Y Yakima Laborers Laserbeam Operator $33.31 7A 2Y Yakima Laborers Maintenance Person $32.75 ZA LY 1161 Page I 0 t. "]I, I I I I I E I I I I H I I I I I I I I I I L I U I I I I I I Yakima Laborers Manhole Builder-mudman $33.31. 7A 2Y Yakima Laborers Material Yard Person $32.75 7A 2Y Yakima Laborers Motorman-dinky Locomotive $33.31 7A 2Y Yakima' Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $33.31 7A 2Y Yakirna�' Laborers 7 Paveme' t Bre�aker�� 3 3' 1­ - 7A Yakima. Laborers Pilot Car $30.75 7A 2Y Yakima Laborers Pipe Layer(lead) $33.71 7A 2Y Yakima Laborers P i pe Layer/tailor. $33.31 7A 2Y Yakima Laborers Pipe Pot Tender $33.31 7A 2Y Yakima Laborers Pipe . Reliner $3 . 3.31 7A 2Y Yakima Laborers Pipe Wrapper $33.31 7A 2Y Yakima Laborers Pot Tender' $32.75 7A 2Y Yakima Laborers Powdermah $33.71 7A 2Y Yakima Laborers Powderman's Helper $32.75 7A 2Y Yakima Laborers Power Jacks $33.31 7A 2Y Yakima Laborers Railroad Spike Puller- Power $33.31 7A 2Y Yakima Laborers Raker - Asphalt $33.71 7A 2Y Yakima: Laborers Re-timberman $33.71 7A 2Y Yakima Laborers Remote Equipment Operator $33.31 7A 2Y Yakima". Laborers Rigger /signal Person 1 $33.31 ZA . .. LY Yakima Laborers Rip Rap Person $32.75 7A 2Y Yakima Laborers Rivet Buster $33.31 7A 2Y Yakima Laborers Rodder $33.31 7A 2Y Yakima Laborers Scaffold Erector $32.75 7A 2Y Yakima Laborers Scale Person $32.75 ZA LY Yakima Laborers Sloper (over 20") $33.31 7A 2Y Yakima Laborers Sloper Sprayer $32.75 7A 2Y Yakima Laborers Spreader (concrete) $33.31• 7A 2Y Yakima Laborers Stake Hopper $32.75 7A 2Y Yakima - Laborers - Stock Piler $32.75 7A 2Y Yakima Laborers Tamper & Similar Electric, Air & Gas Operated Tools $33.31 1 7A 2Y Yakima Laborers Tamper (multiple & Self-propelled) $33.31 7A '2Y Yakima Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $33.31 7A 2Y Yakima Laborers Toolroom.Person (at Jobsite) $32.75 7A 2Y Yakima Laborers Topper $32.75 7A 2Y Yakima Laborers Track Laborer $32.75 7A 2Y Yakima Laborers Track Liner (power) $33.31 7A 2Y Yakima Laborers Traffic Control Laborer, $32.61 7A 1H 811 Yakima Laborers Traffic Control Supervisor $32.61 7A 1H 811 Yakima;: i Laborers Truck Spotter $32.75 ZA LY Yakima Laborers Tugger Operator $33.31 7A 2Y Yakima?.. Laborers Tunnel Work-Miner $33.81 7A ... 2Y Yakima Laborers Vibrator $33.31 7A 2Y Yakima Laborers Vinyl Seamer $32.75 7A 2Y Yakima Laborers Watchman $28.07 7A 2Y 1171 Page Yakima. Laborers Welder $33.31 7A 2Y Yakima Laborers Well Point Laborer $33.31 7A 2Y Yakima Laborers Window Washer /cleaner $28.07 7A 2Y Yakima Laborers - Underground Sewer & General Laborer & Topman $32.75 7A 2Y Water Yakima. Laborers - Underground Sewer & Pipe Layer $33.31 7A 2Y Water Yakima' Landscape Construction - Irrigation Or.Lawn Sprinkler..` Installers $9.19 - 1" Yakima Landscape Construction Landscape Equipment Operators Or Truck Drivers $15.45 1 Yakima Landscape Construction Landscaping Or Planting Laborers $9.19 1 Yakima: Lathers Journey Level $38.43, SD 1M Yakima Marble Setters Journey Level $41.48 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 Yakima Metal Fabrication (In Shop) Laborer $10.31 1 Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 Yakima Metal Fabrication (In Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shoo Welder $11.32 1 Yakima Millwright Journey Level $26.05 1 Yakima Modular Buildings Journey Level $14.11 •1 Yakima Painters Journey Level $28.69 6Z 1W Yakima_ Pile Driver Journey Level $48.82 SD 1M Yakima Plasterers Journey Level $48.23 ZQ 1R Yakima Playground & Park Equipment Journey Level $9.19 1 Installers Yakima Plumbers & Pipefitters Journey Level $72.04 6Z 1�C Yakima Power Equipment Operators Asphalt Plant Operators $52.19 7A 3C 8P Yakima Power Equipment Operators Assistant Engineer $48.92 7A 3C 8P Yakima Power Equipment Operators Barrier Machine (zipper) $51.70 7A 3C 8P Yakima Power Equipment Operators Batch Plant Operator, Concrete $51.70 7A 3C 813 Yakima Power Equipment Operators Bobcat $48.92 7A 3C 8P Yakima Power Equipment Operators Brokk - Remote Demolition Equipment $48.92 7A 3C 8P Yakima Power Equipment Operators . Brooms $48.92 7A 3C 8P Yakima Power Equipment Operators Bump Cutter $51.70 7A 3C 8P Yakima Power Equipment Operators Cableways $52.19 7A 3C 80 Yakima Power Equipment Operators Chipper $51.70 7A 3C 8P Yakima Power Equipment Operators Compressor $48.92 7A 3C 8P Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $52.19 7A 3C 8P Yakima Power Equipment Operators Concrete Finish Machine -laser Screed $48.92 7A 3C 8P Yakima Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $51.28 7A 3C 8P Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $51.70 7A 3C 8P Yakima Power Equipment Operators Conveyors $51.28 7A 3C 8P Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $51.70 7A 3C 80 Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments Overhead, $51.70 7A 3C 8P 1181 Page t t 1 J s 1 1 1 1 1 1 1191Page Bridge Type Crane: 20 Tons Through 44 Tons Yakima Power Equipment Operators Cranes: 100 Tons Through 199_., $52.74 7A 3C 8P Tons, Or 150' Of Boom (including Jib With ' Yakima Power Equipment Operators Cranes: 100 Tons Through 199 $52.74 7A 3C 8P Tons, or 150' of boom (including jib with attachments); Overhead, - bridge e-.100 B YP Tower crane up to 175' in.height - base to boom. Yakima Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or $53.31 7A 3C 8P 250' Of Boom (including Jib With` Attachments) .. Yakima Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $52.19 7A 3C 8P Under 150' Of Boom (including lib With Attachments) Yakima Power Equipment Operators Cranes: A -frame - 10 Tons'And $48.92 7A 3C 8P Under.. Yakima Power Equipment Operators Cranes: Friction 100 Tons Through $53.31 7A 3C 8P 199 Tons Yakima Power Equipment Operators Cranes: Friction Over 200 Tons $53.87 7A 3C 8P Yakima Power Equipment Operators Cranes: Over 300 Tons Or 300' Of $53.87 7A 3C 8P Boom (including Jib With Attachments) Yakima Power Equipment Operators Cranes: Through 19 „Tons With x $51.28 7A 3C 8P Attachments A -frame Over 10 Tons Yakima Power Equipment Operators Crusher $51.70 7A 3C 8P Yakima Power Equipment Operator's Deck Engineer /deck, Winches $51.70 7A' 3C 8P (power) Yakima Power Equipment Operators Derricks, On Building Work $52.19 7A 3C 8P Yakima Power Equipment Operators Dozer Quad 9, HD 41, D10 and Over $52.19 7A 3C 8P Yakima Power Equipment Operators Dozers D -9 & Under $51.28 7A 3C 8P Yakima Power Equipment Operators Drill Oilers: Auger Type, Truck Or $51.28 7A 3C 8P Crane Mount Yakima Power Equipment Operators Drilling Machine $51.70 7A 3C 8P Yakima Power Equipment Operators Elevator And Man -lift: Permanent $48.92 7A 3C 8P And Shaft Type Yakima Power Equipment Operators Finishing Machine, Bidwell And $51.70 7A 3C 8P Gamaco & Similar Equipment Yakima Power Equipment Operators . Forklift: 3000 Lbs"Arid Over With $51.28 7A 3C 8P Attachments Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.92 7A 3C 8P Attachments Yakima Power Equipment Operators Grade Engineer: Using Blue Prints, $51.70 7A 3C 8P Cut Sheets, Etc Yakima Power Equipment Operators Gradechecker /stakeman $48.92 7A 3C 8P Yakima Power Equipment Operators Guardrail Punch $51.70 7A 3C 8P Yakima Power Equipment Operators Guardrail Punch /Auger $51.70 7A 3C 8P Yakima' Power Equipment Operators Hard Tail End Dump Articulating $52.19 7A 3C 8P Off- Road Equipment 45 Yards. & Over Yakima Power Equipment Operators Hard Tail End Dump Articulating $51.70 7A 3C 8P Off -road Equipment Under 45 Yards Yakima, Power Equipment Operators Horizontal /directional Drill Locator $51.28 7A 3C 8P Yakima Power Equipment Operators Horizontal /directional Drill $51.70 7A' 3C 8P Operator 1191Page Yakima Power Equipment Operators Hydralifts /boom Trucks Over 10 Tons $51.28 7A 3C 8P Yakima Power Equipment Operators Hydralifts /boom Trucks, 10 Tons And Under $48.92 7A 3C 8P Yakima Power Equipment Operators - Loader;, Overhead 8 Yards. & Over $52.74 7A 3C- 8P Yakima Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $52.19 7A 3C 8P Yakima- Power Equipment Operators Loaders, Overhead Under, 6 Yards $51.70 3C 8P Yakima Power Equipment Operators Loaders, Plant Feed $51.70 7A 3C 8P Yakima Power Equipment Operators - Loaders: Elevating Type Belt $51.28 7A 3C 8P Yakima Power Equipment Operators Locomotives, All $51.70 7A 3C 8P Yakima Power Equipment Operators Material Transfer Device $51.70 7A 3C 80 Yakima Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $52.74 7A 3C 8P Yakima - Power Equipment Operators .. Mixers:.Asphalt Plant .., $51.70 7A 3C 8P Yakima Power Equipment Operators Motor Patrol Grader- Non - finishing $51.28 7A 3C 8P Yakima Power Equipment Operators Motor Patrol Graders, Finishing $52.19 7A 3C 8P Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $52.19 7A 3C 8P Yakima Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $48.92 7A 3C 8P Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $51.28 7A 3C 8P. Yakima Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons '$51.70 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $52.74 7A 3C 8P Yakima Power Equipment Operators' Overhead, Bridge Type: 45 Tons Through 99 Tons $52.19. 7A 3C 8P Yakima Power Equipment Operators Pavement Breaker $48.92 7A 3C 8P Yakima Power Equipment Operators Pile'Driver (other Than Crane Mount) $51.70 7A 3C 8P Yakima Power Equipment Operators Plant Oiler - Asphalt, Crusher $51.28 7A 3C 8P Yakima Power Equipment Operators Posthole Digger, Mechanical $48.92 7A 3C 8P Yakima Power Equipment Operators Power Plant $48.92 7A 3C 8P Yakima Power Equipment Operators Pumps Water $48.92 7A 3C 8P Yakima Power Equipment Operators Quad 9, Hd 41, D10 And Over $52.19 7A 3C 8P Yakima Power Equipment Operators Quick Tower -No Cab, Under 100 .; Feet In Height'Based To Boom $48.92 7A 3C 8P Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $52.19 7A 3C 8P Yakima Power Equipment Operators Rigger And Bellman " ' $48.92 7A 3C 8P Yakima Power Equipment Operators Rollagon $52.19 7A 3C 8P Yakima Power Equipment Operators` Roller, Other Than Plant'Mix $48.92 7A" 3C 8P Yakima Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $51.28 7A 3C 8P Yakima Power Equipment Operators Roto -mill, Roto - grinder $51.70 7A 3C 8P Yakima Power Equipment Operators Saws - Concrete $51.28 7A 3C 8P Yakima Power Equipment Operators Scraper; Self Propelled Under 45 Yards,.: $51.70 7A 3C 8P Yakima Power Equipment Operators Scrapers - Concrete & Carry All $51.28 7A 3C 8P Yakima Power Equipment Operators Scrapers, Self - propelled: 45 Yards $52.19 7A 3C 8P 1201 Page 1 t t t a [11 f o7. 0 121 1 P a g e And Over Yakima Power Equipment Operators Service Engineers - Equipment $51.28 7A 3C 8P Yakima, Power Equipment Operators Shotcrete/gunite Equipment $48.92 7A 3C 8P Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $51.28 7A 3C 8P Yakima Power Equipment Operators Shovel, -Excavator, Backhoe: Over 36 Metric T6nsto 50 M6tr'icT6ns $52.19 7A 3C - 8P - �6ki 'Po_we_r-Equ_i_p_m­ nt-opW�0's--7--� Shovel, Excavator, Backhoes; Tractors:�15:T636 Metric Ton 7 77 7 Yakima, Power Equipment Operators Shovel, Excavator, Backhoes: Over - 50 Metric Tons To 60 1 Mr e I tfic To , ns _ $52.74 7A 3C 80 Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $53.31 7A 3C 8P Yakima Power Equipment Operators Slipform Pavers $52.19 7A 3C 8P Yakima Power Equipment Operators Spreader, Topsider & Screedman $52.19 7A 3C 8P Yakima Power Equipment Operators Subgrad6r Trimmer $51.70 7A 3C 8P Yakima Power Equipment Operators Tower Bucket Elevators $51.28 7A 3C 8P Yakirna^ Power Equipment Operators Tower Crane Over 175'in Height- Base To Boom-, $53.31 7A 3C 8P Yakima Power Equipment Operators Tower Crane Up To 175' In Height Base To Booryi $52.74 7A 3C 8P Yakima Power Equipment Operators Transporters, AII•Track Or Truck Type $52.19 7A 3C 8P Yakima Power Equipment Operators Trenching Machines $51.28 7A 3C 8P Yakima Power Equipment Operators Truck Crane Oiler/driver - 100 TdnS And Over. $51.70 7A 3C. 8P Yakima Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $51.28 7A 3C 8P Yakima Power Equipment Operators Truck Mount Portable Conveyor. $51.70' 7A 3C 8P Yakima Power Equipment Operators Welder $52.19 7A 3C 8P Yakima` Power Equipment Operators Wheel Tractors, Farmall..Type $48.92 7A 3C 8P Yakima Power Equipment Operators Yo Yo Pay Dozer $51.70 7A 3C 8P Yakima Power Equipment Operators- Asphalt Plant Operators $52.19 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Assistant Engineer $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Barrier Machine (zipper) $51.70 7A .3C 8P U . n ­ d e �66rnd S6�vei kW a er Yakima Power Equipment Operators- Batch Plant Operator, Concrete $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Bobcat $48.92 7A. 3C 8P Underground Sewer & Water.. Yakima Power Equipment Operators- Brokk - Remote Demolition Equipment $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Brooms $48.92 7A 3C 8P Underground Sewer & Water* Yakima Power Equipment Operators- Bump Cutter $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cableways $52.19 7A 3C 8P er Underground Sewer & Water Yakima Power Equipment Operators- Chipper $51.70 7A I - 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Compressor $48.92 7A 3C 8P erground �ter & Water Yakima Power Equipment Operators- Concrete Pump: Truck Mount With $52.19 7A 3C 8P 121 1 P a g e 122 1 P age 1 �!!111 1 Underground Sewer & Water Boom Attachment Over 42 M Yakima Power Equipment Operators- Concrete Finish Machine -laser Screed $48.92 7A 3C 8P Underground Sewer &Water Yakima Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump: Truck Mount With -Boom" Attachment,Up To 42m- •_._T_ $51.70 7A 3C 8P Underground Sewer- &. Water - - -- Yakima < ' Power EguipmenYOperafors- "` `Conveyors '" $51.28 Underground Sewer & Water Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With,Attachments $51.70 7A 3C 8P Underground-Sewer & Water Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- . Cranes: 100 Tons Through 199 , Tons, Or 150' Of Boom (including Jib With" $52.74 7A 3C 8P Uriderdrouhd'Sewer &' Water " Yakima Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $53.31 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- _.. Underground Sewer & Water Cranes: 45 Tons Through' 99 Tons, Under 150' Of Boom (including Jib With Attachments) $52.19- 7A 3C 8P Yakima Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $53.31 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Friction Over 200 Tons $53.87 7A 3C SP Underground Sewer & Water Yakima Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments),'. $53.87 7A 3C 8P Underground Sewer& Water Yakima Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Crusher $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Deck Engineer /deck Winches (power) $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Derricks, On Building Work $52.19 7A 3C 8P _ Underground Sewer & Water Yakima Power Equipment Operators- Dozer Quad 9, HD 41, D10 and Over $52.19 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Dozers D -9 & Under. $51.28. 7A " 3C 8P Underground Sewer & Water. Yakima Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Drilling Machine $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Finishing Machine, Bidwell And Gamaco & Similar Equipment $51.70 7A 3C 8P Underground, Sewer & Water Yakima Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Forklifts: Under 3000 Lbs. With " Attachments = _ $48.92 _ 7A 3C 8P Underground Sewer & Water 122 1 P age 1 �!!111 1 I 1 1 I I I I i I I I I I I .1 I I Yakima Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Gradechecker/stakeman $48.92 7A. 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Guardrail Punch $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Guardrail Punch/Auger $51.70 7A 3C 8P 7 Underground Sewer & Water Yakima P Powbr.Ec6ipme6tO' ' tun Underground Sewer k Water Hard'Tail End Dunn pi,Articu ating 04- Road Equipment 45 Yards. '& Over LP Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $51.70- .7A 3C 8P Underground Sewer &Water Yakima Power Equipment Operators- Horizontal/directional Drill Locator $51.28 7A 3C 8P Underground Sewer & Water Yakima' Power Equipment Operators- Horizontal/directional Drill Operator $51.70 7A* 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons And Under $48.92 ZA 2—C B—P Underground Sewer & Water Yakima Power Equipment Operators- Loader, Overhead 8 Yards. & Over $52.74 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $52.19 7A 3C 8P l Underground Sewer k Water Yakima Power Equipment Operators- Loaders, Overhead Under 6 Yards $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Loaders, Plant Feed $51.70. 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Loaders: Elevating Type Belt $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Locomotives, All $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Material Transfer Device - $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic), $52.74 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Mixers: Asphalt Plant $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- :Motor Patrol Grader - Non-finishing $51.28 7A 3C 8P Uficl6rgr6uncl Sewer &'Water Yakima Power Equipment Operators- Motor Patrol Graders, Finishing $52.19 7A 3C 80 Underground Sewer & Water Yakima' Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header.And4or Shield $52.19 7A 3C 8P Underground Sewer &'Water Yakima Power Equipment Operators- Oil Distributors, Blower Distribution & Mulch Seeding Operator $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Underground Sewer & Water Outside Hoists (elevators And Manlifts), Air Tuggers,strato $51.28 7A 3C 8P Yakima Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.70 7A 3C 8P Underground Sewer & Water Yakima. Power Eodipni4fit 006rkcirs- Underground Sewer & Water Overhead, Bridge Type:_100 Tons And Over $52.74 7A' 3C 8P Yakima Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 45 Tons Through 99 Tons $52.19 7A 3C 8P Yakima, Power Equipment Operators- Pavement Breaker­.,. $48:92 7A ",. 3C 8P 1231 Page. 1241 Page 1 1 1 1 [11 1 I 'I I 1 s 1 it 1 I 1 Underground Sewer & Water Yakima Power Equipment Operators - Pile Driver (other Than Crane Mount) $51.70 7A 3C 8P Underground Sewer & Water Yakima' Power Equipment Operators- Plant Oiler - Asphalt, Crusher $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Posthole Digger, Mechanical $48.92 7A 3C 81) Underground Sewer & Water Yakima Power Equipment Operators - - - Power Plant" :- " " --$48:92'7-- 7A Underground:Sewer,& Water Yakima Power Equipment Operators Pumps - Water $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators -' Quad 9, Hd 41, D10 And•Over $52.19 7A 3C 8P Underground.Sewer& Water. - Yakima Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators - Remote Control Operator On Rubber Tired Earth Moving ..: Equipment $52.19 7A 3C 81) Underground Sewer & Water Yakima Power Equipment Operators- Rigger And Bellman $48.92 7A 3C 81) Underground Sewer & Water Yakima. Power Equipment Operators- Rollagon $52.19 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Roller, Other Than Plant Mix $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Roto -mill, Roto - grinder $51.70 7A 3C 8P Underground Sewer & Water Yakima Power - Equipment Operators, Saws - Concrete - $51.28 7A 3C. 8P Underground Sewer & Water Yakima Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Scrapers - Concrete & Carry All $51.28 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Scrapers, Self- propelled: 45 Yards And Over $52.19 7A 3C 8P Underground Sewer & Water Yakima Power-Equipment Operators- Service Engineers-. Equipment $51.28 7A 3C 8P Underground Sewer & Water Yakima Power. Equipment Operators- Shotcrete /guniteEquipment $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators -. Shovel., Excavator,.Backhoe, Tractors Under 15'Metric Tons. $51.28. 7A 3C 8P Underground Sewer & Water . Yakima Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $52.19 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Underground Sewer & Water . Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons .. $51.70 7A 3C 80 Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $52.74 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons'.,.:. . $53.31 7A 3C 8P Underground Sewer & Water. Yakima Power Equipment Operators- Slipform Pavers $52.19 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Spreader, Topsider & Screedman $52.19 74 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Subgrader Trimmer $51.70 7A 3C 8P Underground Sewer & Water Yakima .. Power Equipment Operators -. Tower Bucket Elevators $51.28 7A 3C 8P 1241 Page 1 1 1 1 [11 1 I 'I I 1 s 1 it 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F 1251Page Underground Sewer & Water Yakima Power Equipment Operators- Underground Sewer & Water Tower Crane Over 175in Height, Base To Boom $53.31 7A 3C 8P Yakima Power Equipment Operators- Underground Sewer & Water' Tower Crane Up To 175' In Height Base To Boom $52.74 7A 3C 8P Yakima Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $52.19 7A 3C 8P Yakima� - -�:-. _,.. ,.. - PowerEguipmentOperators,: ; _ - Und' kround Sewer &Water .., • Trenthing�Machirter-,:; -:_ - -. - -- --' .: ::• �,, .$51:28.: -._. _..,_ �- 7A- , - -,: -. :• - -:. - 3C,:::;,,- :.- _ ; . : ^__``i- Yakima Power Equipment Operators= Underground Sewer 8& Water Truck Crane Oiler /driver 100 Tons And Over $51.70 7A 3C 8P Yakima Power Equipment Operators- Underground Sewer & Water.. Truck Crane Oiler /driver Under 100 Tons $51.28 7A 3C 8P Yakima Power Equipment Operators- Truck Mount Portable Conveyor $51.70 7A 3C 8P Underground Sewer & Water Yakima, Power Equipment Operators -, Welder $52.19 7A 3C 8P Underground Sewer & Water" Yakima Power Equipment Operators- Wheel Tractors, Farmall Type $48.92 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Yo Yo Pay Dozer $51.70 7A 3C 8P Underground Sewer & Water Yakima Power Line Clearance Tree Trimmers Journey Level In Charge. $42.91 5A 4A Yakima Power Line Clearance Tree Trimmers Spray Person $40.73 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Equipment Operator $41.29 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer $38.38 5A 4A Yakima Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $28.95 5A 4A Yakima Refrigeration & Air Conditioning Journey Level $28.11 1 Mechanics Yakima Residential Brick Mason Journey Level $29.00 1 Yakima Residential Carpenters Journey Level ' $17.14 1 Yakima Residential Cement Masons Journey Level $11.86 1 Yakima Residential Drywall Applicators Journey Level $18.00 1 ' Yakima Residential Drywall Tapers Journey Level $17.00 1 Yakima Residential Electricians Journey Level $21.98 1 Yakima Residential Glaziers Journey Level $22.43 61 113• Yakima Residential Insulation Applicators, Journey Level $14.38 1 Yakima Residential Laborers Journey Level $11.02 1 Yakima Residential Marble Setters Journey Level $29.00, 1 Yakima Residential Painters Journey Level $16.32 1 Yakima Residential Plumbers & Pipefitters Journey Level $20.55 1 Yakima Residential Refrigeration & Air Journey Level $28.11 1 Conditioning Mechanics Yakima- Residential Sheet Metal Workers Journey Level (Field or Shop) $37.10 5A 1X Yakima Residential Soft Floor Layers Journey Level $17.55 1 Yakima Residential Sprinkler Fitters (Fire Journey Level $9.19 1 Protection Yakima Residential Stone Masons Journey Level $16.00 1 Yakima Residential Terrazzo Workers Journey Level ' $9.19 1 - Yakima Residential Terrazzo /Tile Finishers Journey Level $1+ 7.00 1 1251Page Yakima Residential Tile Setters Journey Level $16.78 1 Yakima Roofers Journey Level $12.00 1 Yakima Sheet Metal Workers Journey Level (Field or Shop) $50.61 SA ix Yakima Sign Makers & Installers (Electrical) Journey Level $14.65 1 Yakima Sigh Makers & In'stallers (N66- Journey"Lev'61 $14.�5 Yakima-,---.- Soft floor. Lavers-:-, Journey Levelz--, $23;11-,- Yakima Sprinkler Fitters (Fire Protection) Journey Level $26.36 Yakima Stage Rigging Mechanics (Non, Journey Level $13.23 Yakima Stone Masons Journey Level $41.48 5A IM Yakima Street And Parking Lot Sweepe Journey Level $9.19 1 Workers Yakima 5 U Neo r s Assistant Construction Site Surveyor $51.28 7A 3C 8P Yakima- Surveyors Chainman $50.76 7A 3C 8P Yakima Surveyors Construction Site Surveyor $52.19 7A 3C 8P Yakima Telecommunication Technicians Journey Level sn.60 Yakima Telepho ne Line Construction - Cable Splicer $35.09 5A 2B . Outside Yakima Telephone Line Construction - Hole Digger/Ground Person $19.22 5A 2B Yakima Telephone Line Construction - Installer (Repairer) $33.63 5A 2B Outside Yakima T elephone Li ne Constructio n - Special Aparatus Installer 1 $35.09 5A 21� . 1. Outside Yakima Telephone Line Construction Special Apparatus Installer 11 $34.37 5A 2B Outside Yakima Tel e p ho ne Line Construction - Telephone Equipment Operator (Heavy) $35.09 5A 2B . I . Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Light) $32.62 5A 2B Outside Yakima Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside Yakima Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside Yakima, R��� Television Lineperson/installer $24.66 5A 2B Yakima Television System Technician $29.42 5A 2B Outside Yakima' Telephone Line Construction - Television Technician $26.43 5A 2B Outside Yakima Ideghone Line Construction - Tree Trimmer $32.95 5A 2B Outside Yakima Terrazzo Workers Journey Level $32.15 5A I M Yakima Tile Setters Journey Level $32.15 5A I M Yakima Tile, Marble & Terrazzo Finishers Journey Level $28.07 5A I M Yakima Traffic Control Stripers Journey Level $41.S3 7A 1K Yakima Truck-Drivers Asphalt Mix. $14.19 Yakima Truck Drivers Dump Truck & Trailer(c.wa-760) $36.36 61 2G Yakima Truck Drivers Dump Truck(c.wa-760) $36.36 Yakima Truck Drivers other Trucks(c.wa-760) $36.36 .61 2G Yakima Truck Driveis Transit Mixer $38.96 F1 -'--- -- -- '------ -'- --' --'--- -- ' 126|P�go . �� Yakima Well Drillers & Irrigation Pump Irrigation Pump Installer $25.44 installers Yakima Well Drillers & Irrigation Pump Oiler $9.20 Installers Yakima Well Drillers & Irrigation Pump Well Driller $18.00 F� N� —'---^� ---'-- -----'------' --------- --- ' -- ---'-— N� 12T|Page � _, A Washington State Department of Labor and Industries r Policy Statement Reardin .. .. .. .. g g the. Production of : Stan Ard. or Non= standard Items) .. Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in /fabrication for, an assembly plant set up and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. 1 U111- 1 128 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 WSDOT's Predetermined List for ' Suppliers - Manufactures - Fabricator ' Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- -: standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in'the YES column should,tF considered to ,be non= standard and `th'erefore- covered by`- RCW'3912. Items marked'' w ith-an- X in the "NO" column should`be' ' I considered. to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. fl 1 1 ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbo.ne grates, and bi- directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, — and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, - metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in x diameter. May also be treated, #5. 129 Page Su 08 3p lemental to Wage Rates /2012. Edition, Published ._.___..,...___ .__ ......_. d August 3rd, 2012 ITEM DESCRIPTION YES NO s: .. 8. Anchor Bolts &Nuts Anchor Bolts and Nuts, for mounting sign. structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be )( in accordance with Section .9- 28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9- 28.14(3). 13. Concrete Piling -- Precast - Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. ec 15. Prast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X I Cl 130 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 1 1 1 t 1 t ' ITEM DESCRIPTION YES, NO - - 1 . I 1 11 1 l� , 17 °Precast Concrete inlet with adju`stmerit sections- See Std. Plans 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. 23. Valve Vault - For use with underground utilities. X__ See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary °'C'oncrete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls- Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be_used 131 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 ITEM DESCRIPTION YES NO t ­ 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. '..27. Precast Railroad Crossings - Concrete Crossing Structure' �` ' Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to �( casting girders. See Std. Spec. Section 6- 02.3(25)A 29. Prestressed Concrete Girder Series 4 -14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 33. Monument Case and Cover See Std. Plari. 132 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 1 I I I I I I I I I I 11 I I I I I ITEM, DESCRIPTION YES NO Structure Cantilever 34' Cantilever Sign 8tr' - Qctur e fabricated from steel tubing meeting AASHTO-M-1 83. See Std. 1 33 P a g e Sup pl eme ntal to W a g e Rates 08/31/2012 Edition, Published August 3rd, 2012 Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-1 11. 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-1 38 for Aluminum Alloys. See Std. Plans, and Contract Plans for details; The steel structure x shall be galvanized after fabrication in accordance with AASHTO-M-1 11. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std! Plans. Shop drawings for approval are to be provided prior to fabrication 38. Light Standard - Prestressed - Spun, prestressed, hollow concrete poles. 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Soecia Provisions for pre-approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) F See Std. Plans. 1 33 P a g e Sup pl eme ntal to W a g e Rates 08/31/2012 Edition, Published August 3rd, 2012 ITEM DESCRIPTION YES NO -. '42: - Traffic Signs - Prior to approval of a Fabricator -of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. '42: - Traffic Signs - Prior to approval of a Fabricator -of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates /Concrete mixes Covered by WAC 296 -127 -0 18 46. Asphalt Covered by WAC 296 -127 -0 18 47. Fiber fabrics 48. Electrical wiring /components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber 52. Irrigation components T X 134 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 1 i t H 1 ITEM DESCRIPTION YES NO ILI 1 . I 53: ,..Fencing materials; .... .. � ... . ..... - - :... , . 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard 62. Steel pile tips, custom ,( Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. 135 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 I WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects I This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. ­.-The- following list of-occupations, -is, com prised of -those-,occu pations, that -are .-not ,normally. - used in the-construction o ' h eavyan d, highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES • Sign Makers and Installers (Non-Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be Used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. 1 I [11 I 136 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 1 Washington State Department of Labor and Industries ' Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above - listed materials to a public works project site: ' (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or ' (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. ' (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. ' (c) They remove 'any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean -up materials, etc.). ' (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not ' necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. 137 1 P a g e Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 J (3) All travel time that relates to the work covered under subsection (2) of this section requires the , payment of prevailing wages. Travel ' time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning ' to a supply source to obtain another load of material for use on a public works site or returning to _ -- the_ public._, works. - site ._to. - obtain_ another- load,of-- excavated.,material,is time.spent..in. travel ,.that- is..subject: - -__. to- prevailing wage ,Travel,.to a . supply- source; 'including travel from 'a p.ukilic, -works site; to:. obtain.'.:,'.; materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the .provisions of chapter 39.12 RCW when they deliver materials to a stockpile. 1 (a) A "stockpile" is defined as materials. delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the- functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile'include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off - site facility shall be paid the applicable prevailing wage rates for the county in which the off -site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08 -24 -101, § 296- 127 -018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92 -01 -104 and 92 -08 -101, § 296- 127 -018, filed 12/18/91 and 4/1/92, effective 8/31/92.] 1381 Page Supplemental to Wage Rates 08/31/2012 Edition, Published August 3rd, 2012 0 !I t 1 1 i 1 1391 Page Benefit Code Key ' Overtime Codes Effective 3 -3 -2013 Thru 8 -30 -2013 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. 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. :- ,.- ., - - - - -_ ;.- ••_,:: .......... B All-hours shall be paid at- one.and- one -hal# t imes•the:hourly.rate of- .wage,.All hours - worked on.Sundays and,holidays shall- be:- - -, -,. - -, -., C. paid of double the hourly, rate of.wage., ,' The`first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday'sfiall be paid at one and one half times the hourly rate of wage. All other overtime hours worked and all hours worked on Sundays and Holidays worked shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five - eight (8) hour workweek day or a four - ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other hours worked Monday through Saturday, and ail hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other overtime hours worked, except Labor day, shall be paid at double the hourly rate of wage. All hours G. worked on Labor day shall be paid at three times the hourly rate of wage. 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 Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, 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. 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. 0. The first ten (10) worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday, and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) 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. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays 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 (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. S. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one - half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, 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. t 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. V. All hours worked on 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. ' W. All hours worked on Saturdays, Sundays and holidays (except for 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 double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. when holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. ' Y. All hours worked ouside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 X 10 workweek) and on Saturdays and holidays (except Labor Day) shall be paid at one and one -half times the hourly rate of wage. (Except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 X 10 workweek) ' or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. 1391 Page I Z. 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 the straight time rate of wage in addition to holiday pay. , 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. B. C. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. 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. F . T e first eight hours worked s shall p aid at the r_ a-i g ht hourl Y._ rate of wa ga in additi o_ n to theholida y p a y Ahours worked _.:..... o.- rk,.ed ._ o--n o,- .l. i-d, a In •,w-- -h- -.4„ - excess of eight, (8) hours on holidays shall be paid at double the hourly rate of wage ; - °of G. Albhours worked on Sunday shall be paid at two times the hourly rate wage. All hours worked on paid holidays'shall be'paid at two andone- 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. • K. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay. 0. All hours worked on Sundays and holidays shall be paid atone and one -half times the hourly rate of wage. ' R. All hours worked on Sundays and Holidays and all hours worked over sixty (60) in one week 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 over twelve (12) hours in a day, or on Sundays and Holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one - ' half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten -hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one -half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the , hourly rate of wage. Y. All hours worked on Saturdays (except for make -up days) shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 3. 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. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and Holidays shall be paid at double the straight time rate of pay. Any Shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The Employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between 6:00 pm Monday through 6:00 am Saturday, shall be paid at an overtime rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am 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. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, ,and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 8:00 am Sunday to 8:00 am Monday and Holidays shall be paid at double the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 4. 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 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. S. HOLIDAY A. CODES 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 Day, and Christmas Day (8).' C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). 140 Page 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). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas ' Day (7). K. Holidays: New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). -- -- -- - y - y;; g y; y p y Day, :Thanks ivin Da , F.-rida after:Thanks ivin L ; _ .: r- Holida s•. New. Year's Da Martin, Luther.: Kin Jr. Da Memorial,Da Inde endence fla ;Labor Day; and Christmas Day. (8) N. Holidays: New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day,`the Friday after Thanksgiving Day, and Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday and Saturday after Thanksgiving Day, the day ' before Christmas Day, 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, Presidents' Day, Independence Day, Labor Day, Thanksgiving Day, the 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 holiday: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas (10) paid holidays. Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and ' Christmas Day (8). 6. HOLIDAY CODES 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). E. Paid Holidays: New Year's Day, Day Before or After New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving ' Day, Friday after Thanksgiving Day, and Christmas Day and a Half -Day on Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after ' Thanksgiving Day, Christmas Day, Christmas Eve Day, and A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7)• T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, ' the last working day before Christmas Day, and Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. ' 7. HOLIDAY CODES A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. ' B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following t Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ' F. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 1411 Page J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the ' preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ' L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (7)_ Any holiday which falls on a Sunday shall be observed as a, holiday on the following Monday. Any holiday which falls on a_ - Saturdayshall be observed as a holiday on,the preceding_ Friday. 'M. ` -_ -- - Paid Holidays: New Year's Day, the day after or before 'New Year's Day, President's Day, Memorial Day, Independence bay, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day. 10). Any holiday which falls on a ' Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed-as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. 0. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day; Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day after or before Christmas Day, and the Employee's Birthday. 11). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed ' as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be 1 considered a holiday and compensated accordingly. 8. NOTE CODES A. 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' - $2.00 per foot for each foot over 50 feet Over 100' to 150' - $3.00 per foot for each foot over 100 feet Over 150' to 200' - $4.00 per foot for each foot over 150 feet Over 220'- $5.00 per foot for each foot over 220 feet C. 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, Level B: $0.75, Level C: $0.50, and Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Q. The highest pressure registered on the guage for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R: Effective August 31, 2012 —A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012, T. Effective August 31, 2012 —A Traffic Control Laborer performs the'setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 1421 Page 1 I 'PROPOSAL To the City Clerk Yak � - - -- - - - - -- - - - -- - .Washm ima This certifies that the undersigned has examined the location of: ' City of Yakima Franklin Park Parkin Lot Rehabilitation tation City of Yakima Project No. 2351 r and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and ' complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. ' NOTE: Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall ' be considered as cents. 1 431 Page r I 1441 P a g e I I I I I I 7 I I I I I -1- � -- ---- -- ----- I I ITEM PROPOSAL BID SHEET City of Yakima Franklin Park — Parking Lot Rehabilitation City Project No. 2351 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS 1 SPCC PLAN 1 LS 600 U O 1 06 1 -07.15 2 MOBILIZATION 1 LS I 5;bq6.C6 /�jp 1 -09.7 3 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS 1 -10.5 4 12-01.5 CLEARING AND GRUBBING 1 LS) 5 SAW CUT 200 LF dv 700-0c) 2 -02.5 6 ROADWAY EXCAVATION INCL. HAUL 1300 CY 2 -03.5 7 CRUSHED SURFACING BASE COURSE 1400 TON 4 -04.5 8 POROUS ASPHALT PAVEMENT 745 TON D7.00 �j�.Q�B "� b 0 5 -04.5 � 16V3 9 ADJUST MANHOLE 7 EACH 7 -05.5 10 SOIL TYPE C 40 CY 1 V ®o r b 06. 061 8-02.5 / 11 SOD INSTALLATION 400 SY //�� /� 57-00 0 1 v V 8 -02.5 12 IRRIGATION SYSTEM 1 LS .UCH to 8 -03.5 I 13 CEMENT CONC. TRAFFIC CURB 500 LF &Q6!• c) rj 8 -04.5 14 MANUFACTURED WHEEL STOP 16 EACH �� O� ` W V 8 -07.5 • .v `� V 15 CEMENT CONC. CURB RAMP, TYPE SINGLE DIRECTION A 1 EACH ( PaIS-. p-6 I _ v�• 00 8 -14.5 r 16 CEMENT CONCRETE SIDEWALK 5 SY 6s, r-)Q Ms do 8 -14.5 1451Page 1 1 Iq 1 1 ITEM PROPOSAL BID SHEET City of Yakima Franklin Park — Parking Lot Rehabilitation City Project No. 2351 (page 2) 17 ILLUMINATION SYSTEM, COMPLETE 1 LS /, Q 8 -20.5 18 PERMANENT SIGNING 1 LS I�poa ►,ate 8-21.5 19 PAINT LINE 4000 LF D � �V O 0 �. b 8 -22.5 20 PAINTED ACCESS PARKING SPACE SYMBOL 4 EACH �'� (3U Q� '� • 8 -22.5 21 REPAIR AND REPLACEMENT 1 FA $5,000.00 $5,000.00 8 -30.5 1471 Page Sub Total: I am 3C pa Tax (8.2 %): j , o Total: a ,0'3 I 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check; or cash in the amount of $ which amount is not less than five percent of the total bid. Sign Here ----=---------------------------------------------------- BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, Columbia Asphalt & Gravel, Inc. , as principal, and Nzrt1 ATErican Specialty InsMance any , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Fi'f P2rOarlt cIf t0tal a 3xm- 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 Franklin Park Parking Lot Resurfacing according to the terms of the proposal or bid made by the Principal therefore, 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 fdtthfith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIOtiEb: SEALED AND DATED THIS 2nd DAY OF April 20 13 i Specialty �y i Arrerican Ins� OJqMny {i1 d--hl ✓w Surety Lori McKimmy, Attorney —in —Fact — -- -- - - - - - -- ------------------------------------------------------------------------- - - - - -- - - -- Received return of deposit in the sum of $ 1491Page 20 NAS SURETY GROUP ' NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: KENNETH J. FRICK, LORI McKIMMY and DONNA MARTINEZ JOINTLY OR SEVERALLY ' Its true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the ' amount of FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of ' Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 241h of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President. the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any ' certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." \\,C\ rXWTY� /i / //� s�uuNtauuunutyb F. 0PP01?,jtfikt,`G �� �`Q�pS10Nq� /N Y Z.: 4 Tt<.''.. Steven P. Anderson, Senior Vice President of Washington International Insurance Company SEAL ;Ty 1973 ru >tmj &Senior Vice President of North American Specialty Insurance Company �• .r 6 ��i�,S' •'AM4,'. $••;{� mac• �o y "`�`"c� ` katP6��•e��e David M. Layman, Vice President of Washington International Insurance Company & Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their ' official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of May , 20 12 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 17th day of May , 20 12, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. q F L SEAL" ry I �„� Z . SKLENS lic, State of Illinois Donna D. Sklens, Notary Public sion Expires 10/06/2015 I, Jeffrey Goldberg the duly elected Assistant Secretar, of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and4bregoirig• is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International- 1.�surance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the st°als of the Companies this 2nd day of April , 20 13 Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company t PROPOSAL Franklin Park Parking Lot Rehabilitation City Project No. 2351 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 ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE CITY OF YAKIMA PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID Receipt is hereby acknowledged of addendum(s) No.(s) g, SIGNATURFPF AUTHORIZED OFFICIAL(s) PROPOSAL MUST BE SIGNED --> 1-9, -t CL 4 ss-J6 0 n HONE NUMBER FIRM NAME LAXY1)tpka (ADDRESS) PO m 3m, \ I(I k',rvvi i GS7 Ci-)G STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER cot_)Aro j:* Q FEDERAL ID No. Iq I II I / lb 13 1(a* � WA STATE EMPLOYMENT SECURITY REFERENCE NO. f �VUlC7t-( ),JI Note: (1) This proposal form is not transferable 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. 151 Page COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT ' The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. ' E- Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for . existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E- Verify Declaration below. Failure to do so may be cause for rejection of bid. ' E- VERIFY COMPLIANCE DECLARATION The undersigned declares, under penalty of perjury under the laws of Washington State that: ' 1. By submitting this Declaration, I certify that I do not and will not, during the performance of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. 1 agree to enroll in E- Verify prior to the start date of any contract issued by the City of Yakima to ensure t that my workforce is legal to work in the United States of America. I agree to use E- Verify for all newly hired employees during the length of the contract. 3. 1 certify that I am duly authorized to sign this declaration on behalf of my company. 4. 1 acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E- Verify program at any time and that non - compliance could lead to suspension of this contract. I Firm Name: Dated this play of 2013 . v Signature: �t 1 -1 - Printed Name: `.�ce, Jo (_I Phone #:6W-14S3_ R �n�L Email Address: (- o) (d.-) i CCyn 1531 Page n 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 indirectl.y,_entered- into,any agreement „participated,in, any, colIusion,._or.; othe,rwise..taken . an.y.action_ in:._.__,___-.-_- restraint of free competitive bidding m 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. 1 NOTICE TO ALL BIDDERS To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline” Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. r 0 C .1-551 Page I 0 NON - DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, reli ion g sex or na ions - origin: a con ractor wi to e a irmative action to ensure that applicants are employed san t h at employees ar"e'treated during employment; withouf 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. *(2) 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. *(3) 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 1 available to employees and applicants for employment. "(4) 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. *(5) 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 1 investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, 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. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 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." 1561Page 1 1 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 O 'ortunities for women`'and min rit ' b` in-e8 t par I i r Ina ` ritr' pp o y us a ses o p t c pate in ce to co t actor 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. 1 u 1 L 1 1 1571 Page RESOLUTION NO. D " 4 8 16 F1 A RESOLUTION adopting a- "Women And Minority Business Enterprise Policy" for the City of Yakima. - -WHEREAS:;- the - Cit of .Yakima is the : recipient: - -of, _federal - -- - - - Y. - and state assistance which assistance~ carries with it the obli- i 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 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 2inority Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. �p ADOPTED BY THE CITY COUNCIL this yLit day of 1983. .4 A. yor ATTEST: City Clerk 158 1 P a g e 1 ' 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 - -- - - iHowever, 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 1 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. tSpecific 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: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. 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. c. The contractor shall promptly notify the City of Yakima Engineering Division an 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. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. 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. f. 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. 159 _P a._9 e___....----------------------- .__... - -- - - -- ---- .._..._..__ ----------- - - - -__ ----..---------------------------- g. 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 recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i The contractor shall validate all man` specifications ;.,selection,requiremehts;Aes, s, etc j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. 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. 1 I. 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. m. The contractor shall make that sure seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non - segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. 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. q. 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. -- - -- - - - -- - - - -- -- - - - - -- - - - - - - - -- - -- -- - -- -- 1601Page 1 1 t Eli BIDDER'S 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, [hich will be deemed a part of the resulting contract: n Cy certifies that: (BIDDER) 1. It intends,4o use the following listed construction trades in the work under the contract 0 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: r 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 ontract the Sub tractor Certification required by these Bid Conditions. c (Signature of Authorized R- epresentative of Bidder) 161 Page SUBCONTRACTOR CERTIFICATION Subcontractors ' -Certification;is not required' at.ftie tune of bid ^- This Certification must be completed by each subcontractor prior to award of any subcontract. 1 certifies that: ' (SUBCONTRACTOR) 1. 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. 1 (Signature of Authorized Representative of Subcontractor 163 Page 1641 Page 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. _.__,-_.,--,-._,.,--,.,_,-.. _..,,.._..-_:,.,.:__::-.- ...;...,:,:,- ::::- :- .--- _:..:- , ,:- „,.,::•- ::.C_ompliance_and.- Enforcement,_--_..:-. �.. _-;---:.:_::..-.::,.:.-_::-:.:;.-- >:.:- :.,,.:-- :---- :-- ���:::: : : . Contractors are responsible for informing their subconfracto'r (regardless of tier) as to their respectiveobligations 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 contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. 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 pendency 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. 1651 Page 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. Re uests for. -exem tion.s; from_ these- Bid.Conditions.- must- be,made in ng ,.-with_justification,_to.the:, - q p writi Director , Office of Federal Contractor Compliance 1 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 I . by the contracting or administering agency or the Office of Federal Contractor Compliance. 1661 Page L�' J t t t 0 1 1 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 purchased from the City and bound in the Contract Documents: A: „PROPOSAL' The unit prices; extensions and total amounts bid must`be Shown in the spaces provided:A B. BID BOND ACCOMPANYING BID This Bid Bond form is to be executed by the bidder and the surety company unless bid is accompanied 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. C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. Any Addenda must be acknowledged. 1 The following forms are to be executed after the contract is awarded: 11J1 1 167�Page A. CONTRACT This agreement is 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. D. E- VERIFY COMPLIANCE DECLARATION Refer to Section 1- 02.15. A signed E- Verify Compliance Declaration must be submitted or on file with the City. E. DOT Form 420 -004, EF Refer to Required Contract Provisions for Federal Aid Construction Contracts FHWA -127 11J1 1 167�Page FACE OF CURB VARIES 12" TO 24" � FACE OF CURB FACE OF CURB VARIES ASPHALT CONCRETE 1" 10" TO 22" 1" (SEE CONTRACT) 318° PREMOLDED JOINT FILLER MATCH ROADWAY 1" R. SLOPE 1 ' 1" R. MATCH ROADWAY / SLOPE CONCRETE SIDEWALK) H ROADWAY 12" \ROADWAY ROADWAY •D •D • •111/2" 4R. Fi. ROADWAY ii 12" w z LL 0 DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF CURB I� 1"R. MATCH ROADWAY 1/2"R. SLOPE 112" R. ROADWAY D D . D CEMENT CONCRETE TRAFFIC CURB AND GUTTER 1/2" R 8" ,' — 1" R' CEMENT CONCRETE OR FACE OF CURB ' 6 1/2" ASPHALT CONCRETE VARIES FROM 6" TO 0", • b SIDEWALK OR PATH -.MAINTAIN 1H: 6V SLOPE 318° PREMOLDED JOINT FILLER VARIES ' (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB O2 FACE OF CURB VARIES 12" TO 24" I VARIES 1° R. 1" R. ROADWAY �7 � C ROADWAY DUAL -FACED CEMENT CONCRETE TRAFFIC CURB r r r r r r FACE OF CURB ' 6 1/2" VARIES FROM 6" TO 0", -.MAINTAIN 1H: 6V SLOPE VARIES IDE OF CURB H ROADWAY 12" R. _ _.__ 4R. Fi. ROADWAY LL CEMENT CONCRETE 1/Z' R. — CURB RAMP, LANDING, OR DRIVEWAY VARIES 1"R. ENTRANCE FROM 8 "T00 "' -- -- 6° C • D ° 3!8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6' 1" 12" R. 1" R. ` CEMENT CONCRETE TRAFFIC CURB i DEPRESSED CURB SECTION AT CURB RAMPS AND .� DRIVEWAY ENTRANCES i NOTE 1. See Standard Plan F -30.10 for Curb Expansion and Contraction Joint spacing. FLUSH WITH GUTTER PAN AT CURB O RAMP ENTRANCE — 1/2" VERTICAL LIP AT DRIVEWAY ENTRANCE 11'ASjj, FACE OF CURB 7 1!4" c ` 3. 4" '° Safi Q 8d 11/2 "R. �O y J23so o €i 1/2" R �Gl'1, FGI ST6R�' G \� s10NAL ROADWAY n ROADWAY -i pi CEMENT CONCRETE CURBS STANDARD PLAN F- 10.12 -02 8 il4" SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich M 06 -16 -11 MOUNTABLE CEMENT sure DE— eucieDn MTE T W=Nnpbn ST I* D,po Ma Tmmpa ;.. CONCRETE TRAFFIC CURB -" rl = M M M = M M M ! M M M MATCH SIDEWALK WIDTH - 4'U'MIN. SEE CONTRACT PLANS EXPANSION JOINT (TYP SEE STANDARD PLAN F-30.10 SIDEWALK SEE NOTE 6 BUFFER STRIP - SEE CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN GRADE BREAK SIDEWALK SEE NOTE 6 PEDESTRIAN CURB SEE NOTE 5 LANDING 9 - 0" MIN- ,3 "R. MATCH SIDEWALK WIDTH - 4'0" MIN. SEE CONTRACT PLANS PEDESTRIAN CURB SEE NOTE 5 CURB RAMP - SEE NOTES MATCH SIDEWALK WIDTH - 4'0" MIN. SEE CONTRACT PLANS 3/8" EXPANSION JOINT - SEE 4 NOTES crossing in one direction is not 1. This plan is to be used wheirp, pedestrian BUFFER permitted. STRIP 2. Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in tKe'Contract Plans. PEDESTRIAN CURB 3. Where "GRADE BREAK7'is,qpIled out, the entire length of the grade break SEE NOTE 5 between the two adjacent surface planes shall be flush. 4. Do not place gratings, junction boxes, access covers or other appurtan- STANDARD PLAN F-30.10 LANDING ences n front 0 the curb ramp or on any pa o a cur ramp or landing. 6 - 0" MIN. Be 9 on a ocumen r ecu as gn spa a . See Standard Plan F -10.12 for Curb, Curb and Gutter, and 3" R. Pedestrian Curb details. B N Ili Oy. SIDEWALK 0 SEE NOTE 6 DETECTABLE WARNING SURFACE BUFFER SEE STANDARD PLAN F45.10 STRIP CURB & GUTTER EE NOTE 5 CURB RAMP PEDESTRIAN CROSSING CLOSURE SIGN FACE OF CURB PLAN VIEW TYPE SINGLE DIRECTION A CURB RAMP DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 4J 0 1 CC o 0 COUNTER SLOPE See Standard Plan F-30AO'fior Cement Concrete Sidewalk Details. See contract plans for width' and placement of sidewalk. GRADKE 5 0% MAX- GRADE BREAK r 8 EA GRADE SIR BREAK 2.0% MAX. TOP OF The bid item "Cement Concr6ie Curb Ramp Type does not include the ROADWAY PRESSED LANDING CURB & GUTTER pedestrian crossing closuire.sibri. SEE NOTE 5 SECTION (�) Z��E�q�a��Rft RAMP oAY LIMIT ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT F- WMIN 3" R. 4J 0 1 CC o 0 6. See Standard Plan F-30AO'fior Cement Concrete Sidewalk Details. See contract plans for width' and placement of sidewalk. 7. The bid item "Cement Concr6ie Curb Ramp Type does not include the DETECTABLE WARNING SURFACE adjacent Curb or (Curb and'Gutter), Pedestrian Curb or Sidewalk, or the SEE STANDARD PLAN F45.10 pedestrian crossing closuire.sibri. CURB & GUTTER 8. The curb ramp maximum :running . m mum running slope shall not require the ramp length to SEE NOTE 5 exceed 15 feet to avoid chasing the slope indefinitely when connecting CURB RAMP to steep grades: When applying the 15 foot maximum length, the running FACE OF SEE NOTES CURB slope of the curb ramp shall as flat as feasible. PLAN VIEW 9. Curb ramps and landings�shall receive broom finish. TYPE SINGLE DIRECTION B See Standard Specifications 8-14. 15' 0" MAX MAX GRADE SEE NOTE 8 SEE NOTE 8 BREAK GRADE SIDEWALK BREAK SIDEWALK SEE NOTE 6 SEE NOTE 6 &3% MAX. 2.0% MAX. 8.3% MAX. CURB RAMP LANDING CURB RAMP SECTION O "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION B" PAY LIMIT SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT i, LEGEND DETECTABLE WARNING 1' RADIUS CORNER SURFACE -SEE STD. PLAN F45.119 PEDESTRIAN CURB .... ...... DEPRESSED CURB AND GUTTER - SEE NOTE 5 90" ANGLE RADIUS MAY VARY DETAIL FENNp oV 01�1 g l!4 41 Jill, SLOPE IN EITHER DIRECTION 38298 X/0 S TS 4. AL SINGLE. DIRECTION CURB RAMP "STANDARD PLAN F-40.16-01 SHEET 1 OF I SHEET APPROVED FOR PUBLICATION Pasco Bakodch N 06 -03-10 AN, D- W.higl Stab D.p.r ..f cI T..W. liun w 0 w LL m 0 I A A I I I WALKWAY TRUNCATED DOME SPACING' w TRUNCATED DOME DETAILS SEE NOTE 3 O WALKWAY C1 m - DETECTABLE WARNING SURFACE DETAIL LANDING OFFSET CURB RAMP -\ -\ SEE NOTE DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 WIDTH OF LAND WALKWAY WALKWAY 1 WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) W � LANDING CURB RAMP -� O m NAY DIRECTION OF TRAVEL — WIDTH OF WALKWAY CURB RAMP a NN. FLARE (p WASy, d aQ4ye�� YP FLARE _ BACK OF CURB- "•l SEE NOTE 2 MIN. WIDTH OF SHARED- ..,i DETECTABLE WARNING R N CURB RAMP, LANDING, CUT 35363 O AFDI S TERM ��'sI SURFACE (DWS) - SEE NOTE 3 WIDTH OF CURB RAMP PERPENDICULAR THROUGH OR WALKWAY } E NOTE MIN. MAX. S A 1.60" 2.40 -' /C B �.-- p �. 8 0.85" — BACK OF CURB - �_ C 0.45" 0.90" SEE NOTE 2 TRUNCATED DOME SECTION O D 0.9" 1.40" E D.Z. 02" SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE CURB AND GUTTER TRUNCATED DOME SPACING' w TRUNCATED DOME DETAILS SEE NOTE 3 O WALKWAY C1 m - DETECTABLE WARNING SURFACE DETAIL LANDING OFFSET CURB RAMP -\ -\ SEE NOTE DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 WIDTH OF LAND WALKWAY WALKWAY 1 WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) W � LANDING CURB RAMP -� O m NAY DIRECTION OF TRAVEL — WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB _ SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY 1 LANDING I I DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 7 WALKWAY RAIL - (TYP.) 2'- 0" MIN, - TYP. OF ALL APPLICATIONS DETECTABLE WARNING SURFACE (TYP.) - - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 WIDTH OF CURB RAMP, ISLAND CUT - THROUGH LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - SEE NOTE 3 DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 PATH OR SEE NOTE 2 WIDTH OF WALKWAY LANDING PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING (SEE NOTE 6) � rV :j NOTES 1. The Detectable Waming_Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning: Surface shall be placed at the back of curb, and need not follow the radius: 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes' shall be aligned to be parallel to the direction of travel 5. If curb and gutter are not present, such as a shared -use path connection; the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for ' a , ide�:walk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the`�amp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 R from thwback of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp. WIDTH OF'CUT- THROUGH (TYP) 2'- ("MIN. ' r BACK OF CURB - SEE NOTE '2 ("MIN. ., .4 CURB RAMP a NN. FLARE (p WASy, d aQ4ye�� YP FLARE _ BACK OF CURB- "•l SEE NOTE 2 MIN. WIDTH OF SHARED- ..,i DETECTABLE WARNING R N BACK OF CURB - SEE NOTE 2 35363 O AFDI S TERM ��'sI SURFACE (DWS) - SEE NOTE 3 WIDTH OF CURB RAMP PERPENDICULAR CURB RAMP (SEE NOTE 6) DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB _ SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY 1 LANDING I I DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4 & 7 WALKWAY RAIL - (TYP.) 2'- 0" MIN, - TYP. OF ALL APPLICATIONS DETECTABLE WARNING SURFACE (TYP.) - - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 WIDTH OF CURB RAMP, ISLAND CUT - THROUGH LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - SEE NOTE 3 DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 PATH OR SEE NOTE 2 WIDTH OF WALKWAY LANDING PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING (SEE NOTE 6) � rV :j NOTES 1. The Detectable Waming_Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning: Surface shall be placed at the back of curb, and need not follow the radius: 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes' shall be aligned to be parallel to the direction of travel 5. If curb and gutter are not present, such as a shared -use path connection; the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for ' a , ide�:walk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the`�amp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 R from thwback of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp. WIDTH OF'CUT- THROUGH (TYP) 2'- ("MIN. ' r BACK OF CURB - SEE NOTE '2 ("MIN. ., .4 / MEDIAN CUT - THROUGH i (p WASy, d aQ4ye�� YP b _ BACK OF CURB- "•l SEE NOTE 2 O 'A WIDTH OF SHARED- ..,i 100 R N USE PATH OR WALKWAY (TYP.) 35363 O AFDI S TERM ��'sI S� ONA L ECG` i WIDTH OF CUT - THROUGH SHARED -USE S (TYP.) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPL.ITTER SURFACE ISLAND PAVEMENT SHOULDER I EDGE. ';STANDARD PLAN F -45.10 -01 SHEET t OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION S SEE NOTESn4 & 5 L asco Bakodch III 06/21/12 Allah, sure o W ENO cure PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION w,.nls..O.pvrm.nofTv..pwrmen I '.i ' f ^.i i ! '1 i KEY noO METER BASE PER SERVING UTILITY REQUIREMENTS. AS A MINIMUM, THE METER BASE SHALL BE SAFETY SOCKET BOX WITH FACTORY INSTALLED TEST BYPASS FACILITY /� THAT MEETS THE REQUIREMENTS OF EUSERC DRAWING 305. V MAIN BREAKER (SEE BREAKER SCHEDULE) PHOTOCELL BREAKER (SPST 15 AMP - 12024D VOLT) TEST SWITCH (SPDT SNAP ACTON, POSITNE CLOSE 15 AMP-,120277 VOLT -'T RATED) PHOTOELECTRIC CONTROL, STD. SPEC. 9 - 29.11(2) BRANCH BREAKER (SEE BREAKER' SCHEDULE) SIGNAL BREAKER (SEE BREAKER SCHEDULE) CONTACTOR (SEE BREAKER SCHEDULE) RECEPTACLE BREAKER (SPST 20 AMP - 120/240 VOLT) RECEPTACLE, GROUNDED(GFCI 20 AMP -125 VOLT) NEUTRAL BUSS, 14 LUG COPPER PHOTOCELL ENCLOSURE - ENCLOSURE TO BE FABRICATED FROM 5/8" EXPANDED STEEL MESH WITH WELDED SEAMS AND MOUNTING FLANGES. HOT DIP GALVANIZED AFTER FABRICATION. TYPE 5052 - H32 ALUMINUM WITH 5B" x 5/8" OPENINGS EQUIVALENT TO 5/8" EXPANDED STEEL MESH /2" MAY BE USED AS ALTERNATIVE MATERIAL. SEE PHOTOCELL ENCLOSURE MOUNTING DETAIL, SHEET 2 OF 2. TYP. 13 HINGED FRONT FACING DOOR WITH 4" x 4" MIN. POLISHED 3 32 WIRE GLASS WINDOW. r HINGEDDEAD FRONT WITH 114 TURN FASTENERS OR SUDE LATCH :, T•AGAINST END CABINET MAIN BONDING JUMPER. BUSS SHALL BE 4 LUG FORE WELDING TINNED COPPER. SEE CABINET MAIN BONDING JUMPER DETAIL ON SHEET 2 OF 2. T VIEW 16 SPARE BRANCH BREAKER (DPST 20AMP- 120240 VOLT) MOUNTING BLOCK DETAIL 17 METALWIRING DIAGRAM HOLDER 18 1/4 ",DIAMETER DRAIN HOLE. DRILL BEFORE GALVANIZING 12 M - MATERIAL TO BE THE 19 MOUNTING HOLE. SEE SERVICE CABINET MOUNTING DETAILS. SAME AS CABINET MATERIAL 20 18'CIRCUIT PANEL BOARD - MINIMUM SIZE WITH SEPARATE MAIN BREAKER. J LABEL. CABINET WITH BUSSWORK RATING. 120240 VAC \J S OF 1cAG B R - 2 PHOTOCELL BYPASS TEST ON 'PHOTOCELL TEST GENERAL NOTES 200 AMP TYPE 120/240 to SERVICE CABINET 1. SEE STANDARD SPECIFICATION 9-29 24, SERVICE CABINETS. 2. HINGES SHALL HAVE STAINLESS STEEL OR BRASS PINS. 3. CABINETS SHALL BE RATED NEMA 3R AND SHALL INCLUDE TWO RAIN TIGHT VENTS. 4. METERING EQUIPMENT DOOR SHALL BE PAD LOCKABLE. EACH DOOR SHALL BE GASKETED. INSTALL BEST CX CONSTRUCTION CORE ON RIGHT DOOR. SEE DOOR HINGE DETAIL, SHEET 1 OF 2. 5. THE FOLLOWING EQUIPMENT WITHIN THE SERVICE ENCLOSURE SHALL HAVE AN APPROPRIATELY ENGRAVED PHENOLIC NAME PLATE ATTACHED WITH SCREWS OR RIVETS: KEY NUMBERS 2, 3, 4, 6, 7, 8, 9 AND 16. KEY NUMBER 4 NAME PLATE SHALL READ: "PHOTOCELL BYPASS TEST ON" AND "PHOTOCELL TEST OFF - AUTOMATIC ". SEE SERVICE CABINET DETAIL. 6. METERING ARRANGEMENTS VARY WITH DIFFERENT SERVING UTILITIES. THE UTILITY MAY REQUIRE METER BASE MOUNTING IN THE ENCLOSURE, ON THE SIDE OR ON THE BACK OF THE ENCLOSURE. THE UTILITY MAY REQUIRE THE DIMENSION BETWEEN THE DOOR AND THE FRONT OF THE SAFETY SOCKET BOX TO BE LESS THAN THE 11 INCHES SHOWN IN THE LEFT SIDE- SAFETY SOCKET BOX MOUNTING DETAIL THE CONTRACTOR SHALL VERIFY THE SERVING UTILITY'S REQUIREMENTS PRIOR TO FABRICATION OF AND INSTALLING THE SERVICE EQUIPMENT. 7. DIMENSIONS SHOWN ARE MINIMUM AND SHALL BE ADJUSTED TO ACCOMMODATE THE VARIOUS SIZES MOUNTING BLOCK OF EQUIPMENT INSTALLED. (TYP) - SEE DETAIL 8. ALL BUSSWORK SHALL BE HIGH GRADE COPPER AND SHALL EQUAL OR EXCEED THE MAIN BREAKER RATING. ALL BREAKERS SHALL BOLT ONTO THE BUSSWORK JUMPERING OF BREAKERS SHALL NOT BE ALLOWED. BUSSWORK SHALL ACCOMMODATE ALL FUTURE EQUIPMENT AS SHOWN IN THE BREAKER SCHEDULE. 9. THE PHOTOCELL UNIT SHALL BE CENTERED IN THE PHOTOCELL ENCLOSURE TO PERMIT 360 DEGREE ROTATION OF THE PHOTOCELL WITHOUT REMOVAL OF THE PHOTOCELL UNIT OR THE PHOTOCELL ENCLOSURE. 10. ALL INTERNAL WIRE RUNS SHALL BE IDENTIFIED WITH 'TO - FROM" CODED TAGS LABELED WITH THE CODE LETTERS AND /OR NUMBERS SHOWN ON THE SCHEDULES. APPROVED PVC OR POLYOLEFIN WIRE MARKING SLEEVES SHALL BE USED. 11. ALL NUTS, BOLTS AND WASHERS USED FOR MOUNTING THE PHOTOCELL ENCLOSURE SHALL BE STAINLESS STEEL 12. A 1Y TOLERANCE IS ALLOWED FOR ALL DIMENSIONS. 13. UNISTRUT TYPE CHANNEL AND MOUNTING HARDWARE COMPONENTS SHALL BE STAINLESS STEEL. CONDUIT CLAMPS SHALL BE HOT DIPPED, GALVANIZED STEEL OR STAINLESS STEEL. 14. INSTALL CONDUIT COUPLINGS ON ALL CONDUITS. PLACE COUPLINGS FLUSH WITH TOP OF CONCRETE FOUNDATION. 15. NOTE 15 HAS BEEN DELETED. 16. THE METER BASE PORTION OF THIS SERVICE WAS DESIGNED TO MEET METERING PORTION OF EUSERC DRAWING 308 REQUIREMENTS. 17. WHEN USING ALTERNATE DOOR HINGE: REMOVE HINGE PIN PRIOR TO WELDING HINGE TO CABINET AND PRIOR TO HOT DIP GALVANIZING CABINET. AFTER GALVANIZING, REPLACE PIN WITH BRASS PIN AND SOLDER IN PLACE. 18. VERIFY THE SERVICE UTILITY STAND -OFF DIMENSION. ADJUST THE REMOVABLE PANEL TO THE MEASUREMENT PROVIDED BY THE UTILITY COMPANY. AFTER ADJUSTMENT, CUT OFF ALL- THREAD BOLTS SO THAT NO LESS THAN 2 AND NO MORE THAN 3 FULL THREADS EXTEND PAST THE FACE OF THE NUTS DRAWN BY: MARK SUJKA r i SEE NOTE B VENTS SEE DOOR LEFT SIDE HINGE DET 6' r ~1 12 79 REMOVABLE 19 � 5 19 MOUNTING PANEL 5" MIN. 318" 1" MAX. INSIDE FACE OF DOOR 2" x 3" END PLATE (TYP ) TYP. 3/32 12" UNC S S.x 8" LONG ALL -THREAD, 6 PLACES TACK WELD 90' : 1' BOLT TO NUT, (TYP-) 4 PLACES DOOR PIANO STAND -OFF DIMENSION 1 1/2" (TYPO - SEE NOTE 18 FRONT LATCH 1 WELD TO EACH END 318" B OF MOUNTING BLOCK 2" x 3" END PLATE (TYP ) .� CI STER," \ ag 12" UNC S S.x 8" LONG ALL -THREAD, 6 PLACES PLACE NU (f 1 - CUT OFF AFTER sY1/g ADJUSTMENT, SEE NOTE 18 pLATE BE FRON FRONT SURFACE OF SAFETY SOCKET BOX THREE 12" S.S. NUT (TYP.) WASHER - EACH SIDE OF THE PANEL FOUR 1/4-20 S.S. PANHEAD PHILLIPS MACHINE SCREWS, WASHERS, AND NUTS - TOP AND BUTTOM, SPACED EVENLY 12 GA REMOVABLE PANEL 1/2" RETURN - WELD AT CORNERS LEFT SIDE- SAFETY SOCKET BOX MOUNTING DETAIL 1/4" x 1 114" CLOSED CELL NEOPRENE GASKET CABINET DOOR B 6 DOOR HINGE DETAIL .� CI STER," \ ag ALTERNATE FOR TYPE B MODIFIED CABINET SEE NOTE 17 G sY1/g PANEL WAIL TYp CABINET j DOOR PIANO \' TYP' 118 HINGE 2" HIGH x 2" OPEN TYP. PANEL DOOR O m 318" BARREL LAP WELD 1/g VIEW B-B rl SIDE VIEW SIGNAL CKT r 6 G 4 OFF - AUIOM4TIC Y S 4 O 21610 D i ILL CKTA .� CI STER," \ ag SPARECKT G sY1/g PANEL WAIL TYp �%� PIANO \' h ILL CKT B EXPIRES MAY 5, 20D5 HINGE �, SERVICE CABINET TYPE B - 'MODIFIED TYP. PANEL DOOR O m a 15 (0 - 200 AMP TYPE 1/g O _ 120/240 SINGLE PHASE) 1/4" x 5l8" NEOPRENE "it A o " STANDARD PLAN J -3b GASKET SIZE PER NEC. •,1 SHEET 1 OF 2 SHEETS DOOR HINGE DETAIL MINIMUM SIZE #2 APPROVED FOR PUBLICATION WIRING SCHEMATIC Harold J. Peterfeso 03 -04-05 REVISE. SAEEIT U—T 3.x R.DNTIN. REV ISIOM DETAIL- E3 p Wmhi.gl Slab Dpam —t of 7nmonolln. 3r -„ SEE NOTE 6 STRUT MOUNT 2" POLICE PANEL ��w ROD 1O SERVICE CABINET BOLTED y______________ TO SLOTTED STEEL CHANNEL r m 8 B TWO #4 HOOPS ANCHOR BOLT (TYP.) FRONT OF CONTROLLER CABINET w CONTROLLER AND STRAP DETAIL) SEE STANDARD PLAN J -6c BEVEL 1/2" m CABINET ti w Z •• ; Q- � � L QOO "CABINET FOUNDATION DETAILS ", FOR DETAILS NOT SHOWN. SLOTTED STEEL CHANNEL a BRACKETS BOLTED TO - CONCRETE MOVE ROD(S) AND DRAIN TILE(S) WITH COVER(S) AS REQUIRED TO POST USE TWO - 3/8' BOLTS, SERVICE `.- I CABINET I " -;. ; ,•,l 1 -', ,a_., - - -- �.•' -),, '.' r,• OOp POP ' ` ACHIEVE FULL GROUND PENETRATION. MAINTAIN A 8' MINIMUM CLEARANCE BETWEEN GROUND RODS AS DETAILED ON STD. PLAN J- 9a- TYPICAL GROUNDING DETAILS ". O2 ALL CONDUITS PENETRATING CABINET SHALL BE TERMINATED WITH GROUNDING END BUSHING AND BONDED TO THE CABINET GROUNDING BUS. WASHERS AND NUTS O3 4' DIAM. x 1/2' DEEP SUMP. SLOPE qn FOUNDATION TOWARDS SUMP. 318" DIAM. #4 BAR EACH POLYETHYLENE OR COPPER DRAIN PIPE. SLOPE TO DRAIN OUTSIDE FOUNDATION CORNER O7 GROUND ROD (SEE SERVICE MOUNTING P 1 5/B" x 15!6" 12 GA SLOTTED BTEEL CHANNEL BRACKETB (TWO REQUIRED) CONDUITS AS REQUIRED PLUMB CONDUIT t 1' SEE GENERAL NOTE 14 x 2 7/16" 12 GA SLOTTED STEEL CHANNEL 2 BRACKETS (3 REO'D), EMBED 12' MIN. IN FOUNDATION. ANCHOR BOLT (TYP.) - #4 BARS EACH CORNER �;:;-- �I- Y- rI- Y - -7 -'. #4 HOOPS 24 6" GROUND ROD 3. - 3•,'1 �"- (TYP.) 3 "'1 f' CONDUIT COUPLING (TYP.) (4 �1 ff 13" DIAMETER DRAIN TILE SEE GENERAL NOTE 14 WITH APPROVED COVER. (TYP.) TO UTILITY TO CONTROLLER RIGHT SIDE OF SERVICE CABINET TO LUMINAIRES CABINET FRONT OF SERVICE CABINET 318" BOLT (TWO FOR EACH CHANNEL) NOT REQUIRED FOR STRUT MOUNT — SPRING NUT SERVICE CABINET III IIII L SLOTTED STEEL CHANNEL BRACKET BOLT SIZED FOR SLOTTED STEEL CHANNEL BRACKET, WITH LOCK WASHER & SPRING NUT (3 FOR EACH CHANNEL) CABINET BRACKET MOUNTING DETAIL T 4 STRUT MOUNT GROUND ROD 1O SERVICE CABINET BOLTED 24" CABINET BASE 2q'• TO SLOTTED STEEL CHANNEL � - B TWO #4 HOOPS ANCHOR BOLT (TYP.) CABINET MOUNTING DETAILS w CONTROLLER AND STRAP DETAIL) SEE STANDARD PLAN J -6c BEVEL 1/2" m CABINET ti w Z •• ; Q- � � L QOO "CABINET FOUNDATION DETAILS ", FOR DETAILS NOT SHOWN. SLOTTED STEEL CHANNEL Cl ' DRIVE GROUND RODS BEFORE PLACING BRACKETS BOLTED TO - CONCRETE MOVE ROD(S) AND DRAIN TILE(S) WITH COVER(S) AS REQUIRED TO POST USE TWO - 3/8' BOLTS, SERVICE `.- I CABINET I " -;. ; ,•,l 1 -', ,a_., - - -- �.•' -),, '.' r,• OOp POP ' ` ACHIEVE FULL GROUND PENETRATION. MAINTAIN A 8' MINIMUM CLEARANCE BETWEEN GROUND RODS AS DETAILED ON STD. PLAN J- 9a- TYPICAL GROUNDING DETAILS ". O2 ALL CONDUITS PENETRATING CABINET SHALL BE TERMINATED WITH GROUNDING END BUSHING AND BONDED TO THE CABINET GROUNDING BUS. WASHERS AND NUTS O3 4' DIAM. x 1/2' DEEP SUMP. SLOPE FOR EACH CHANNEL FOUNDATION TOWARDS SUMP. 318" DIAM. #4 BAR EACH POLYETHYLENE OR COPPER DRAIN PIPE. SLOPE TO DRAIN OUTSIDE FOUNDATION CORNER O7 GROUND ROD (SEE SERVICE MOUNTING ® TO SERVICE GROUND - PER STD. PLAN J-9a DETAILS AND STRAP DETAIL) PLAN VIEW OF SERVICE CABINET "TYPICAL GROUNDING DETAILS" 318" BOLT (TWO FOR EACH CHANNEL) NOT REQUIRED FOR STRUT MOUNT — SPRING NUT SERVICE CABINET III IIII L SLOTTED STEEL CHANNEL BRACKET BOLT SIZED FOR SLOTTED STEEL CHANNEL BRACKET, WITH LOCK WASHER & SPRING NUT (3 FOR EACH CHANNEL) CABINET BRACKET MOUNTING DETAIL T 4 BO LTED TO TO UTILITY l Oy;•',j POST USE TWO - 318" BOLTS, -- WASHERS AND NUTS TO LUMINAIRES —c_ TO CONTROLLER CABINET FOR EACH CHANNEL. PEEN BOLT THREADS. 6 x 8 TREATED TIMBER POST, 10' LONG " -. RIGHT SIDE OF SERVICE CABINET SERVICE CABINET MOUNTING DETAILS FRONT OF SERVICE CABINET j 2"x 118" HOT DIPPED GALVANIZED STRAP POST MOUNT'• METAL WASHERS NUT PHOTOCELL RUBBER WASHER (APPLY SILICONE ENCLOSURE SEALER TO BOTH SIDES OF RUBBER FLANGE 3/8" a x 1" BOLT, LOCK WASHER WASHER PRIOR TO INSTALLATION) NUT SERVICE - AND NUT. (TYP.) - CABINET POST MOUNT STRAP DETAIL 114" x 1" MACHINE BOLT PHOTOCELL ENCLOSURE MOUNTING DETAIL j " BUSS ABINET SIDE WALL STAINLESS A STEEL ALLEN HEAD CABINET SIDE WALL 1/4' x 2" STAINLESS STEEL BOLT.; g WITH 2 STAINLESS STEEL NUTS.: LIBERALLY COAT THIS ASSEMBLY SCOTT iE�` WITH ANTI OXIDANT COMPOUND; OF R'ASy�N fit+ BELLEVILLE STAINLESS STEEL - SPRING WASHER FILLET WELD - 118 "x 1 114 "x 11/4 "x WANGLE ELEVATION VIEW SIDE VIEW CABINET MAIN BONDING JUMPER DETAIL --- -- - -•II� o�F QED I's TF•��o p.p EXPIRES MAY 5, 2"O5 g`x'Ti2 STAINLESS FLAT WASHER STEEL :': SERVICE CABINET TYPE B DETAILA -a MODIFIED (0 - 200 AMP TYPE 120/240 SINGLE PHASE) STANDARD PLAN J -3b .i SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -04-05 DESIGN ENGINEER MTE -, T Weahllgl S1 Dporlmwn of Tmmv^ iu :.i - : i SERVICE CABINET BOLTED SEE STRAP DETAIL T TO SLOTTED STEEL CHANNEL SEE NOTE 6' - - B BRACKET (SEE SERVICE I C CABINET MOUNTING DETAILS -- „ „ A AND STRAP DETAIL) BEVEL 1/2" 8 fl 1 1 5/8" x 1 518" 12 GA SLOTTED STEEL CHANNEL BRACKETS BOLTED TO POST USE TWO - 3/8' BOLTS, WASHERS AND NUTS -_ F FOR EACH CHANNEL PEEN BOLT THREADS. -j ( (SEE SERVICE MOUNTING PLUMB CONDUIT t 1" D DETAILS AND STRAP DETAIL) 1 5/8"x 2 7116" 12 GA. t B SLOTTED STEEL CHANNEL LTED TO TO UTILITY l Oy;•',j POST USE TWO - 318" BOLTS, -- WASHERS AND NUTS TO LUMINAIRES —c_ TO CONTROLLER CABINET FOR EACH CHANNEL. PEEN BOLT THREADS. 6 x 8 TREATED TIMBER POST, 10' LONG " -. RIGHT SIDE OF SERVICE CABINET SERVICE CABINET MOUNTING DETAILS FRONT OF SERVICE CABINET j 2"x 118" HOT DIPPED GALVANIZED STRAP POST MOUNT'• METAL WASHERS NUT PHOTOCELL RUBBER WASHER (APPLY SILICONE ENCLOSURE SEALER TO BOTH SIDES OF RUBBER FLANGE 3/8" a x 1" BOLT, LOCK WASHER WASHER PRIOR TO INSTALLATION) NUT SERVICE - AND NUT. (TYP.) - CABINET POST MOUNT STRAP DETAIL 114" x 1" MACHINE BOLT PHOTOCELL ENCLOSURE MOUNTING DETAIL j " BUSS ABINET SIDE WALL STAINLESS A STEEL ALLEN HEAD CABINET SIDE WALL 1/4' x 2" STAINLESS STEEL BOLT.; g WITH 2 STAINLESS STEEL NUTS.: LIBERALLY COAT THIS ASSEMBLY SCOTT iE�` WITH ANTI OXIDANT COMPOUND; OF R'ASy�N fit+ BELLEVILLE STAINLESS STEEL - SPRING WASHER FILLET WELD - 118 "x 1 114 "x 11/4 "x WANGLE ELEVATION VIEW SIDE VIEW CABINET MAIN BONDING JUMPER DETAIL --- -- - -•II� o�F QED I's TF•��o p.p EXPIRES MAY 5, 2"O5 g`x'Ti2 STAINLESS FLAT WASHER STEEL :': SERVICE CABINET TYPE B DETAILA -a MODIFIED (0 - 200 AMP TYPE 120/240 SINGLE PHASE) STANDARD PLAN J -3b .i SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -04-05 DESIGN ENGINEER MTE -, T Weahllgl S1 Dporlmwn of Tmmv^ iu :.i j " BUSS ABINET SIDE WALL STAINLESS A STEEL ALLEN HEAD CABINET SIDE WALL 1/4' x 2" STAINLESS STEEL BOLT.; g WITH 2 STAINLESS STEEL NUTS.: LIBERALLY COAT THIS ASSEMBLY SCOTT iE�` WITH ANTI OXIDANT COMPOUND; OF R'ASy�N fit+ BELLEVILLE STAINLESS STEEL - SPRING WASHER FILLET WELD - 118 "x 1 114 "x 11/4 "x WANGLE ELEVATION VIEW SIDE VIEW CABINET MAIN BONDING JUMPER DETAIL --- -- - -•II� o�F QED I's TF•��o p.p EXPIRES MAY 5, 2"O5 g`x'Ti2 STAINLESS FLAT WASHER STEEL :': SERVICE CABINET TYPE B DETAILA -a MODIFIED (0 - 200 AMP TYPE 120/240 SINGLE PHASE) STANDARD PLAN J -3b .i SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -04-05 DESIGN ENGINEER MTE -, T Weahllgl S1 Dporlmwn of Tmmv^ iu :.i 1/4' x 2" STAINLESS STEEL BOLT.; g WITH 2 STAINLESS STEEL NUTS.: LIBERALLY COAT THIS ASSEMBLY SCOTT iE�` WITH ANTI OXIDANT COMPOUND; OF R'ASy�N fit+ BELLEVILLE STAINLESS STEEL - SPRING WASHER FILLET WELD - 118 "x 1 114 "x 11/4 "x WANGLE ELEVATION VIEW SIDE VIEW CABINET MAIN BONDING JUMPER DETAIL --- -- - -•II� o�F QED I's TF•��o p.p EXPIRES MAY 5, 2"O5 g`x'Ti2 STAINLESS FLAT WASHER STEEL :': SERVICE CABINET TYPE B DETAILA -a MODIFIED (0 - 200 AMP TYPE 120/240 SINGLE PHASE) STANDARD PLAN J -3b .i SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -04-05 DESIGN ENGINEER MTE -, T Weahllgl S1 Dporlmwn of Tmmv^ iu :.i FILLET WELD - 118 "x 1 114 "x 11/4 "x WANGLE ELEVATION VIEW SIDE VIEW CABINET MAIN BONDING JUMPER DETAIL --- -- - -•II� o�F QED I's TF•��o p.p EXPIRES MAY 5, 2"O5 g`x'Ti2 STAINLESS FLAT WASHER STEEL :': SERVICE CABINET TYPE B DETAILA -a MODIFIED (0 - 200 AMP TYPE 120/240 SINGLE PHASE) STANDARD PLAN J -3b .i SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -04-05 DESIGN ENGINEER MTE -, T Weahllgl S1 Dporlmwn of Tmmv^ iu :.i M M M M mmmm M mmm� on M SIDEWALK RAMP IV - D" MIN. CEMENT CONCRETE SIDEWALK T � OP STALL 4" WIDE, I YE LOW \—FACE OF CURB PAINT LINES �y K"', WHITE PAINT LINE (TYP.) 0 45 2'-0" z T 21, 8'- ." IN XM IN. PLAN ONE ACCESSIBLE STALL 90' PARKING STALL ARRANGEMENT r 4'- Cr MIN. SIDEWALK RAMP (j 2- - W 4" WIDE, PA T LINES _S k, 91 - 10" (SEE TABLE) PLAN". H= ONE ACCESSIBLE STALL 60* PARKING STALL ARRANGEMENT 4'- 11" MIN. I TYP. b, , b b, THREE ACCESSIBLE STALLS FACE OF CURB SIDEWALK RAMP (j F- 4'- 0" MIN. PLAN TWO ACCESSIBLE STALLS 90' PARKING STALL ARRANGEMENT 4- T MIN. CEMENT CONCRETE SIDEWALK SIDEWALK RAMP TYP.) 4- WIDE, WHITE PAINT LINE (TYP,) TWO ACCESSIBLE STALLS 60' PARKING STALL ARRANGEMENT I- - \ %b, YA FOUR ACCESSIBLE STALLS SIDEWALK RAMP SIDEWALK RAMP & ACCESS ZONE (j 4' - 0* MIN, OF STALL 2' -0" FACE OF 4" WIDE, YELLOW LINES PA CURE N T b 4' WIDE. WHITE PAINT LINE (TYP.) 8- R. 2--0- 2,"_ R. _4 or N - 2"R. SEE DETAIL A LV[, 0- MIN.. 5. -0. V N -0-MIN. 8'-O'�� DETAIL A PLAN ALTERNATIVE PARKING STALL MARKINGS USE ONLY WHEN SPECIFIED IN THE CONTRACT NOTES 1. Three, four and five accessible stall arrangements may be either 60* (angled) or 90* (per- pendicular) parking arrangements. See Contiact. 2. An Access Parking Space Symbol is requirreq for each accessible parking stall. A blue background and white border are required when the symbol is installed on a cement con- crete surface. 3. All accessible stalls shall have wheel stop , S. - -:Place wheel stops in other . stalls when speci- fied in the contract. Wheel stops shall be approximately 6" high and a minimum of 6' long. detectable warning patte: and curb 4. Refer to the Standard Plans for sidewalk mm m details LEGEND 0- CR-7--e0­1—) Reserved Parking Sign a4po i at with R7�01A Plaque, if indicated ORE J. TR (See Sign Fabrication Manual): QN WA Access Parking Space Symbol:::: =s= Manufactured wheel stop go Detectable Warning Patt6rrf, 0 'P`C 25335 -:4 ONAL ECG 4' - 0" MIN. EXPIRES AUGUST 9, 20D9 PARKING SPACE LAYOUTS 7 7-801 OF STALL ER7 2'- 0" (TYP. ) SHEET 1 OF 1 SHEET 51 - o" TYP. b, b, b, b� r� 71 \4� \4� 4" WIDE, YELLOW PAINT LINES _--zZ Pasco Bakotfch 111 07-03-08 ST— ­GN W�_ Ash, b 5. FIVE ACCESSIBLE STALLS Q 2' . 4' -0" I 1 V-0-MIN. F-0-MIN. .�. =_� . 8'- 0" MIN..&- O"MIN. PLAN TWO ACCESSIBLE STALLS 90' PARKING STALL ARRANGEMENT 4- T MIN. CEMENT CONCRETE SIDEWALK SIDEWALK RAMP TYP.) 4- WIDE, WHITE PAINT LINE (TYP,) TWO ACCESSIBLE STALLS 60' PARKING STALL ARRANGEMENT I- - \ %b, YA FOUR ACCESSIBLE STALLS SIDEWALK RAMP SIDEWALK RAMP & ACCESS ZONE (j 4' - 0* MIN, OF STALL 2' -0" FACE OF 4" WIDE, YELLOW LINES PA CURE N T b 4' WIDE. WHITE PAINT LINE (TYP.) 8- R. 2--0- 2,"_ R. _4 or N - 2"R. SEE DETAIL A LV[, 0- MIN.. 5. -0. V N -0-MIN. 8'-O'�� DETAIL A PLAN ALTERNATIVE PARKING STALL MARKINGS USE ONLY WHEN SPECIFIED IN THE CONTRACT NOTES 1. Three, four and five accessible stall arrangements may be either 60* (angled) or 90* (per- pendicular) parking arrangements. See Contiact. 2. An Access Parking Space Symbol is requirreq for each accessible parking stall. A blue background and white border are required when the symbol is installed on a cement con- crete surface. 3. All accessible stalls shall have wheel stop , S. - -:Place wheel stops in other . stalls when speci- fied in the contract. Wheel stops shall be approximately 6" high and a minimum of 6' long. detectable warning patte: and curb 4. Refer to the Standard Plans for sidewalk mm m details LEGEND 0- CR-7--e0­1—) Reserved Parking Sign a4po i at with R7�01A Plaque, if indicated ORE J. TR (See Sign Fabrication Manual): QN WA Access Parking Space Symbol:::: =s= Manufactured wheel stop go Detectable Warning Patt6rrf, 0 'P`C 25335 -:4 ONAL ECG 4' - 0" MIN. EXPIRES AUGUST 9, 20D9 PARKING SPACE LAYOUTS ;STANDARD PLAN M-17.10-02 SHEET 1 OF 1 SHEET 51 - o" TYP. b, b, b, b� APPROVED FOR PUBLICATION \4� \4� Pasco Bakotfch 111 07-03-08 ST— ­GN W�_ Ash, FIVE ACCESSIBLE STALLS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. . . . . . . . . + + + ++ SUBGRADE PLACE AND COMPACT CRUSHED SURFACING TOP COURSE -t 1 t= . CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION. SLOPE 1 1/2" CLASS "G" ASPHALT ASPHALT PAVEMENT 12" PAVED AREAS 1/4 INCH PER FOOT AWAY FROM GRAVEL SURACING COVER. � 12" + + + + + + + + + + + ++ + + + + + + + + + ++ + y _/­ .. BASE \� 6" SUBGRADE GROUT ALL JOINTS WITH NON - GYPSUM GROUT. SMOOTH INSIDE BARREL PAVED AREAS 1/4 INCH PER FOOT AWAY FROM GRAVEL SURACING COVER. � 12" + + + + + + + + + + + ++ + + + + + + + + + ++ + . + + + + + + + + + + + ++ + + + + + + + + + + + ++ SUBGRADE IT ALL JOINTS NON - GYPSUM ,—�11' \� CONCRETE PERIMETER SEAL IT SHALL EXTEND 6" BELOW ADJUSTMENT RINGS 0 City Of Yakima �. Engineering Division �: `'•. +� 129 North Second Street +• Yakima, Washington UNPAVED AREAS City of Yakima - Standard Detail MANHOLE ADJUSTMENT NOT TO SCALE Revision 11 -2010 S3 1 THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. 1 1 F FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. SIDEWALK JOINTING COLD JOINT S = 0.02 fUft V .� `-0.5' CEMENT CONCRETE COMPACTED SUBGRADE 0.17' MIN. CSTC (COMPACTED DEPTH) 6" SIDEWALK SECTION SEE PLANS COLD JOINT S= 0.02ft/ft _ —0.33' CEMENT CONCRETE COMPACTED SUBGRADE 0.17' MIN. CSTC (COMPACTED DEPTH) 4" STANDARD SECTION 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. 6. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. 1� City Of Yakima City ,�. • • .�- y of Yakima - Standard Detail Engineering Division CEMENT CONCRETE SIDEWALK R5 . •. 129 North Second Street ;;;�;.•' • Yakima, Washington NOT TO SCALE Revision 03 -2011 D D n 1 u 1 RESIDENTIAL LUMINAIRE ARTERIAL LUMINAIRE TAPERED 6"X31/26X 188" WALL, SATIN GROUND FINISH, TANKO LIGHTING -COBRA HEAD BETA LED #STR- LWY- 3M- HT- 12- D -UL -SV 80 GRIT. RADIUS = 5' -9" E W- 3870 -2501 M- 50- 1 -T3 -FL 1 -2 -5BG 3' MAX. HANDHOLE BOND I QUICK DISCONNECTS (STD. J -BOX SPEC. 9 -29.7) I 1" MAX. Z 1" CHAMFER i N #4 HOOPS AT V -0 " _ _ CENTERS 2" SCHD. 40 PVC CONDUIT EIGHT #7 BARS EVENLY SPACED PORTLAND CEMENT CONCRETE CL. 3000 (SEE POLE FOUNDATION DETAIL) 5/8" x 10' -0" COPPER -CLAD GROUND WIRE SLIPOVER JOINT, -SHAFT INSERTED 12" INTO DAVIT ARM, (2) 5/8" X 7" LG. S/S HEX HEAD BOLTS, -NUTS, FLATS & LOCK WASHERS LOCK THE ASSEMBLY. ELIMINATE ALL SLACK INSULATED GROUNDING BUSHING INSTALL COMPLETE WITH BOLT COVERS 2" NOM. GROUT PAD WITH 1/2" DRAIN HOLE 6063 -T6 ALUM SHAFT TAPERED - FLUSH w/ SIDEWALK 8" X 6" X.250 WALL SATIN -� tI II I , JI'll:•'Ir I I II .•I r . ' •11 I1 a I I• II•.// 114 w • .Ily�f. •• II t' IM II••...' i.A a. 4 .• a A 3' SQUARE OR ROUND GROUND FINISH, 80 GRIT 4" X 6" FLUSH HANDHOLE C/W S/S HARDWARE & GROUND WIRING CAST ALUM. SHOEBASE (COMPLETE) STREET LIGHT BASE SHALL BE FLUSH WITH SIDEWALK AND /OR CURB SIDEWALK CURB L POLE PLACEMENT ADJACENT TO SIDEWALK - OR AS APPROVED BY CITY ENGINEER i2 0 v n NOTE: 1. All WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). 2. JUNCTION BOX, CONDUIT AND CONSTRUCTION METHODS SHALL BE PER WSDOT - TYPE 1 UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE CITY ENGINEER. 3. ALL ELECTRICAL CONDUIT SHAL BE A MINIMUM OF 2" DIA. AND MAINTAIN 24" MINIMUM COVER. SWEEPS AND PLAN LOCATION SHALL BE PER POWER COMPANY AND SHALL BE DETAILED ON THE PLANS PRIOR TO APPROVAL. 4. ALL SERVICE CONNECTIONS WETHER INDIVIDUAL OR MULTIPLE POLES SHALL BE PEDESTAL MOUNT ONLY. SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. 5. SERVICE PEDESTALS SHALL BE METERED. 6. LUMINAIRE SHALL BE LEVELED IN BOTH DIRECTIONS AFTER POLE IS PLUMBED. Of City Of Yakima Engineering Division 129 North Second Street �•' Yakima, Washington City of Yakima - Standard Detail STREET LIGHT NOT TO SCALE E1 1 fluantd.- 1 SPECIFICATIONS /DATA 1 1 1 APRIL 2008 COVER ui 1211 x 1211 PC Style (Stackable) Assembly COVef•S (Blank unless loan is snecified) DESCRIPTION: ``- PART:NO � WEIGHT' #''' DESIGN /TEST_ ,LOAD #` `ANSI TIER'.' 2/2 Bolts­ PC1212CA00 12 5.4 k" 8,000'! 12,000` 8 Gasketed w/4 Bolts PC1212CG00 12 (5.4 kg) 8,000 / 12,000 8 No Bolts PC1212WA00 12 (5.4 kg) 8,000 / 12,000 8 Heavy Duty w/2 Bolts PC1212HA00 1 12 (5.4 kg) 15,000 22,500 15 Gasketed Heavy Duty w/4 Bolts PC1212HG00 12 (5.4 kg) 15,000 / 22,500 15 ® Gasketed covers and bolt grommets must be used with a gasketed box. Gaskets reduce the inflow of fluids but do not make the 2� enclosure water tight. 6ZI a'o O / 1/2" (13) X 2- (51) PULL SLOT .5 COF SKID RESISTANT SURFACE �3)S� 4" BOX ROXeS (Starkahir_ with ceif- aiinninn_ rnniaraahin F7-Nufl 1/2- (13) 1/2- (13) 1" (25) DESCRIPTION PART NO. WEIGHT # DIMENSION A DESIGN/TEST LOAD # ANSI TIER* Open Bottom PC1212BA12 36 (16 kg) 12 3/4" (324 mm) 15,000 / 22,500 15 Open Bottom w /Gasket PC1212BG12 36 (16 kg) 12 3/4" (324 mm) 15,000 122,500 15 Solid Bottom PC1212DA12 41 (19 kg) 13 1/4" (337 mm) 15,000 22,500 15 Solid Bottom w /Gasket 1 PC1212DG12 41 (19 kg) 1 13 1/4" (337 mm) 1 15,000 22,500 15 Dimensions & weights in parentheses are metric equivalent. * Loadings comply with ANSI /SCTE 77 (see page 9). . 22 LENOIR CITY, INC. i i i 1 1 PROJECT ua�r� N W E s .a ■ pq mo CITY OF YAKIMA FRANKLIN PARK OILROY PARK PARKING LOT REHABILITATION CITY OF YAKIMA PROJECT NO. 2351 ,: 11 / . . . o e e too • �0 ° ° e 0 e �, igiiii 1rn qry �r I� II I I�JULJLJLJUL SHEET INDEX VICINITY MAP 1 rvcc PLAN SHEET 2 PLAN SHEET 3 DETAILS 4 3 -22- PLAN DISCLAIMER �5 E R Sy UNDERGROUND�FEATURES SHOWN HEREON REPRESENT of Wasfj�� �.<` BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL 77-Z r7�P�a c�o� % RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO 39407 c�� ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE �.��� ^RECISTERE� NUMBER LOCATOR SERVICE: 1- 800 - 553 -4344 T r - z � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CON O O O O �l TIET ®N DRIVE a °p � City Of Yakima FRANKLIN PARK Project Eng: DMK I RKT Drawing Scales PLAN 2 Engineering Division PARKING LOT REHABILITATION Drawn By: DMK I RKT Horizontal = 1 " =30' EXISTING LAYOUT 129 Nodh Second Street Chkd. By: BHS Vertical = NIA 4 DATE REVISION BY 4�m^ •'' Yakima, Washington CITY OF YAKIMA PROJECT NO. 2351 AND DEMOLITION PLAN 1 1 1 1 1 1 1 1 1 1 1 1 FRANKLIN PARK - SD v� - SO SU SD so 0� O NEW CEMENT CONCRETE TRAFFIC CURB. SEE WSDOT SODA STANDARD PLAN F- 10.12 -02. MATCH TO EXISTING CURB. FO TNTA O REMOVE AND REPLACE CONCRETE SIDEWALK TO FIRST V 1� JOINT. CONSTRUCT SINGLE DIR. TYPE A RAMP PER DETAIL. O CONSTRUCT NEW ASPHALT 5' BEYOND PARKING STALLS FOR PEDESTRIAN PATHWAY. O MATCH NEW ASPHALT TO EXISTING SIDEWALK. 10 PEDESTRIAN PATHWAY TO BE EXTENDED TO EXISTING PATHWAY AS SHOWN. SEE PATHWAY SECTION, SHEET 4. 11 PROPOSED PARKING LOT ISLAND. SEE ISLAND DETAIL, SHEET 4. *SOUTHEAST ISLAND TO BE BUILT AROUND EXISTING UTILITY POLE. NEW LUMINARIES TO BE PLACED IN ALL OTHER ISLANDS. 12 ANGLED PARKING. SEE TYPICAL PARKING STALL DETAIL, SHEET 4. 13 ACCESSIBLE PARKING PER WSDOT STANDARD PLAN M- 17.10 -02. 3.0 x FRANKLIN POOL SD x —x x x" x x x x x SD 17 MANUF URED 15.5 a.25 ADA SIGN (TYP.) WHEEL STO P.) 16 Ekttt2,75 8 DUMPSTER 1 6 12 AREA — v �T - - -- 13 SD SD 13 V 19.5 15 \\ 3 EL: 11 M59 TBC EL: 1115.0 �T8C EL: 1114A y ELtttt.61 SD ,\ 1 =s o�17 I I: 0- 40'X 8' NO PARKING I BUS PARKING AREA. USE SAME PAINT PATTERN AS ACCESSIBLE PARKING AREAS. 15 NEW ASPHALT SURFACING TO BE POROUS ASPHALT IN ACCORDANCE WITH SPECIAL PROVISION. TSEE �ASPHALT SECTION DETAIL SHEET 4. YAKIMA 16 SOD INSTALLATION AREA. VALLEY zt, 17 ADJUST MANHOLE. MUSEUM 18 RELOCATE UTILITY POLE 'STREET LIGHT. REPLACE SIDEWALK PANEL WHERE REMOV D. 11 TBC EL: 1115.8 15 14 .1 TBC EL 1117.2 J `— TBC EL: 1116.6 EU M 7.72 19.0 15 b P. _ S TIETON DRIVE 7 LUMINARIES IN EL:tt12.81 EL: 1113.43 EXISTING SIDEWALK -� P — --- --- P P EL: I .4 TBC EL:t 3 3 II � EL: ttg8.73 TBC EL Itt09 I 3.22 •� 'tomE FRANKLIN MIDDLE \� SCHOOL 3 11 II II 109.6 I ❑ I II EL: 1109107 I _ T8C EL 111033, LL.TBC EL:I1109.8 'CD S I. I I I s' o \I TBC ELI 1110.1 3 I al 11110 .30 I ❑ SD SD / III 18 I. 3 City Of Yakima FRANKLIN PARK Project Eng: DMK / RKT Drawing Scales PLAN 3 Engineering Division PARKING LOT REHABILITATION Drawn By: DMK / RKT Horizontal = 1 " =30' PROPOSED PARKING 129North Sewnd Skeet Chkd. By: BHS Vertical = N/A LOT LAYOUT 4 DATE REVISION BY '°gym^ •'' Yak ma. CITY OF YAKIMA PROJECT NO. 2351 r__1 C C n 7 E R S yF 2' 5' POROUS ASPHALT 1 PEDESTRIAN PATH ��g P � (V to EXISTING TREE POA �SS, ti��1 EXIST. MATCH EXISTING MATCH EXISTING EXIST. SURFACE CURB — ' -1 I I � I I I— III — III — III — III — III —III I— III — III — III — III —I I I =1 11 =1 11 —II I 1 =1 11 =1 11 =1 11 —I 11 =1 ' —I 11 —III— I I I —I 11— II I =1 11 —I I I -II I Q I 1 =I I I =III = III = III= 11 =11 —I 1 =11 111 =I I =I I =1 11 -1 I I- 111, -1 11- '�I— =1il_ ��'— � III =11 ICI ��� III = III III =III 0.17' POROUS ASPHALT PAVEMENT o PARKING LOT _ a TYPICAL POROUS ASPHALT ` ISLAND PARKING LOT NATIVE MATERIAL SUB -BASE 0.5' CRUSHED SURFACING BASE COURSE (COMPACTED DEPTH) (DO NOT COMPACT) 'ct PATHWAY 0 9 0 PARKING LOT 11 111 11 I I I I 1- 111 -1 —— III — III —I I 111 -111. 11 -I 11 -111„ — III —I I —I I( I I— '" 1= III =1 I —' — 1' MIN. 11 I 5' POROUS ASPHALT I 0.75' TOP SOIL 0.25' POROUS ASPHALT PAVEMENT IN a I T PEDESTRIAN PATH 7 0.5' CRUSHED SURFACING BASE COURSE COMPACT SUB -GRADE ONLY IN AREAS (COMPACTED DEPTH) 10J' UNDER NEW CURBING CEMENT CONIC. TRAFFIC CURB FWHEEL VARIES TOP (SEE DETAIL) I I I -1 I I— III —I I I ISLAND SECTION I III 11111i11111111 = = =11 • 1= 111 1111 111 -- — — — 1— �= 11� =11� 11 1 1 1 1 1 1 1 1— I— —' III —III -111— I I —I I — 0 25' POROUS ASPHALT PAVEMENT 0.5' CRUSHED SURFACING BASE COURSE NATIVE MATERIAL SUB -BASE (COMPACTED DEPTH) R =1' CEMENT CONIC. TRAFFIC CURB (DO NOT COMPACT) (SEE DETAIL) PARKING LOT PEDESTRIAN PATHWAY TYPICAL PARKING 30' STREET LIGHT POLE - BETA LED STALL PAINT DETAIL FIXTURE PER STREET LIGHT DETAIL E1 TOP SOIL FACE OF CURB IRRIGATION LINE TO RE- ROUTED FROM EXISTING s 1/2" LINES TO NEW ISLANDS AND I =11 =111 =111— I =11 I— I =1 I =11 I 5 o TO BE STUBBED FOR " III = I =1 I— I I =III i t— 1 -1 1 1/2" R. 1" R. FUTURE CONNECTION AFTER TREE IS PLANTED. 0.25'POROUSASPHALTPAVEMENT 0.5' CRUSHED SURFACING BASE COURSE NATIVE MATERIAL SUB o PARKING LOT -BASE (COMPACTED DEPTH) (DO NOT COMPACT) v R =10' R =1' PARKING LOT TREE (TO BE PLANTED BY CITY AT NO COST TO CONTRACTOR) CEMENT CONCRETE ISLAND DETAIL ASPHALT SECTIONS TRAFFIC CURE or � City Of Yakima �. Engineering Division FRANKLIN PARK PARKING LOT REHABILITATION Project Eng: DMK I RKT Drawn By: DMK Drawing Scales Horizontal = NONE PROJECT 4 BY Yakima, ashindStreel �•'' 129 North Sec ngton CITY OF YAKIMA PROJECT NO. 2351 Chkd. By: BHS Vertical = NONE DETAILS 4 DATE REVISION