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R-2012-082 River Road Improvements North 16th Ave to North 6th Ave
C)PA6*&KLS City of Y �� Engineering Division River Road isnprovemeals 111. I Gth Ave to N. 6th Ave Construction Contract Specifications & Bid Documents City Project Number 2314 129 North Second Street, Phone (509) 575-6111 Yakima, WA 98901 Fax (509) 576 -6314 March 2013 BID SUMMARY RIVER ROAD IMPROVEMENTS - N. 16th Ave. to N. 6th Ave CITY PROJECT NO. 2314 ENGINEERS ESTIMATE GRANITE CONSTRUCTION CO. Yakima, WA COLUMBIA ASPHALT & GRAVEL, INC. Yakima, WA ITEM Bid Security 5% BID BOND 5% BID BOND NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE I AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 SPCC PLAN 1 LS $500.00 $50000 $1,000.00 $1,000.00 $525.00 $525.00 2 Mobilization 1 LS $65,000.00 $65,000.00 $51,477.50 $51,477.50 $75,720.00 $75,720.00 3 Erosion/Water Pollution Control EST FA $3,00000 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,00000 4 Project Temporary Traffic Control 1 LS $50,000.00 $50,000.00 $65,000.00 $65,000.00 $100,150.00 $100,150.00 5 Clearing and Grubbing 1 LS $5,00000 $5,000.00 $4,000.00 $4,000.00 $12,235.00 $12,235.00 6 Removal of Structures and Obstructions 1 LS $5,00000 $5,000.00 $2,000.00 $2,000.00 1 $4,640.00 $4,64000 7 Saw Cut 750 LF $1 50 $1,125.00 $2.50 $1,875.00 $5.00 $3,75000 8 Roadway Excavation Incl Haul 2,100 CY $12.00 $25,200.00 $15.00 $31,500.00 $32.00 $67,200.00 9 Structure Excavation Class B Incl. Haul 450 CY $10.00 $4,500.00 $1.00 $450.00 $1.10 $495.00 10 Crushed Surfacing Base Course 1,961 TON $17.00 $33,337.00 $20.00 $39,220.00 $25.00 $49,025.00 11 Crushed Surfacing Top Course (for Trench Backfli) 525 TON $22.00 $11,550.00 $14.50 $7,612.50 $15.50 $8,13750 12 Asphalt Treated Base 1,450 TON $85.00 $123,250.00 $70.00 $101,500.00 $74.00 $107,300.00 13 HMA Class 1/2 -Inch PG 64 -28 1,120 TON $95.00 $106,400.00 $85.00 $95,200.00 $91 80 $102,816.00 14 HMA for Approach Class 1/2 -Inch PG 64 -28 20 TON $125.00 $12,50000 $11500 $2,300.00 1 $40000 $8,00000 15 Planing Bituminous Pavement 360 SY $2.00 $72000 $6.00 $2,160.00 $1300 $4,680.00 16 Schedule A Storm Drain Pipe 12 In Diam. 300 LF $40.00 $12,00000 $18.00 $5,400.00 $1950 $5,850.00 17 24 -Inch Underdrain Pipe Infilt. Trench System 165 LF $100.00 $16,50000 $80.00 $13,200.00 $8600 $14,190.00 18 36 -Inch Underdrain Pipe Infilt. Trench System 170 LF $110.00 $18,700.00 $120.00 $20,40000 $12900 $21,930.00 19 Catch Basin Type 1L 12 EA $1,100.00 $13,20000 $1,000.00 $12,000.00 $1,045.00 $12,540.00 20 Pretreatment Manhole 48 In Diam 2 EA $8,500.00 $17,000.00 $25,000.00 $50,00000 $27,20000 $54,400.00 21 Ad just Catch Basin 1 EA $40000 $400.00 $700.00 $70000 1 $35000 $350.00 22 Irrigation Box Cover 1 LS $2,000.00 $2,00000 $700.00 $700.00 $1,20000 $1,200.00 23 Gravel Backfill for Pipe Zone Bedding 100 CY $4000 $4,00000 $22.00 $2,200.00 $2300 $2,300.00 24 ESC Lead 20 DAY $150.00 $3,00000 $100.00 $2,000.00 $19500 $3,900.00 25 Cement Conc. Traffic Curb and Gutter 4,865 LF $2000 $97,300.00 $15.00 $72,975.00 $13.50 $65,67750 26 Commercial Driveway Approach 9 EA $10,00000 $90,000.00 1 $6,00000 $54,00000 $6,38500 $57,46500 27 Cement Conc Residential Driveway Approach 250 SY $5000 $12,500.00 $45.00 $11,250.00 $6200 $15,50000 28 Cement Concrete Sidewalk 900 SY $3200 $28,800.00 $40.00 $36,000.00 $50.00 $45,00000 29 Mailbox Support Type 2 2 1 EA $60000 $1,20000 $600.00 $1,200.00 $41500 $83000 30 Illumination System, Complete 1 LS $70,00000 $70,000.00 $90,000.00 $90,000.00 $87,000.00 $87,00000 31 Electrical Service, Complete 1 LS $16,00000 $16,000.00 $8,500.00 $8,500.00 $12,100.00 $12,10000 32 Permanent Signing 1 LS 1 $1,500.00 $1,50000 $2,000.00 $2,000.00 $1,78000 $1,78000 33 Pavement Markings 1 LS 1 $2,00000 1 $2,00000 $5,000.00 $5,000.00 $5,16000 $5,160.00 34 Repair and Replacement 1 LS 1 $25,000001 $25,000.00 1 $25,000.00 $25,000.00 $25,000.00 $25,00000 TOTAL $868,182.00 $820,820.00 $979,846.00 CITY ENGINEERS REPORT CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON APRIL 9, 2013 ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE �4r River Road Improvements I RECOMMEND THE CONTRACT BE AWARDED T0. �+ N. 16th Avenue to N. 6th Avenue AWARD MADE BY CITY MANAG GRANITE CONSTRUCTION CO. 4+ � %� PROJECT NO. 2314 r ' 5 13 c �,rr{+,r DATE: April 9, 2013 tt ' � "• FILE: River Road Bid Sum pub DATE CITY ENGINEE, '''�+,,,� DATE NA ER SHEET of DEPARTMENT OF UTH ITES 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: River Road Improvements — N. 16th Ave, to N. 6th Ave. City Project No.: 2314 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 1 -07: 1 -07 Legal Relations and Responsibilities to the Public 1- 07.23(1) Construction Under Traffic (Page 74) The first paragraph of this section in the Construction Contract Specifications and Bid Documents regarding the Yakima Valley Museum and Soda Fountain is deleted. ITEM 2. Standard Specifications; Special Provisions Section 5 -04: 5 -04 Hot Mix Asphalt 5- 04.3(13) Surface Smoothness (Page 86) The second paragraph of this section in the Construction Contract Specifications and Bid Documents is deleted and replaced 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. The location of each water valve shall be marked on the surface of the new pavement within 24 hours of the placement of the pavement. After paving has been completed, the Contractor shall furnish, install and adjust new castings and covers on all new and existing public utility structures and monuments, as shown in the plans within 10 days of pavement construction. Addendum No 1 Page 1 of 4 April 3, 2013 ITEM 3. Standard Specifications; Special Provisions Section 8 -21: ' 8 -21 Permanent Signing 8 -21.1 Description ' This section of the Standard Specifications is supplemented with the following: This work shall consist of furnishing five new posts and resetting the existing ' roadway signs on them behind the curb at or near the current locations as directed by the Engineer. ' ITEM 4. Standard Specifications; Special Provisions Section 8 -29: 8 -29 Illumination, Signals, Electrical ' 8 -29.10 Luminaires (Page 95) ' Delete the paragraph of this section in the Construction Contract Specifications and Bid Documents and replace it with the following: ' 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 08- C -UL -SV or an approved equal. Equivalents and /or alternate wattage LED's shall be pre- approved by the City and Traffic Engineers. ' 8 -29.24 Service Cabinet (Electrical) (Page 96) ' Delete the three paragraphs of this section in the Construction Contract Specifications and Bid Documents and replace them with the following. The electrical service shall be 120/240VAC multi - panel, electrical service with ' components, panels, and enclosures installed as per the WSDOT Standard Plan J -3c and as shown on plan sheet 3. This new service shall consist of a Type D Service Cabinet, Skyline Electric & Mfg., Co. or approved equal Power shall originate from existing PP &L pole no. 132702, continue aerially to PP &L pole no. 132705, then underground across the roadway to the new service location. 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 - Detail for the required components, layouts, as well as for orientation, and references to plan and WSDOT details for connections and other hardware requirements. The service shall Power & Light) inspections and codes. be inspected by the applicable local utility company (Pacific for temporary and final service drops, meter and service permits. The new service shall meet all applicable Electrical Addendum No. 1 Page 2 of 4 April 3, 2013 ITEM 5. Standard Specifications; Special Provisions Section 9 -05: ' 9 -05 Drainage Structures, Culverts and Conduits ' 9- 05.15(1) Manhole Ring and Cover (Page 97) The first paragraph of this section in the Construction Contract Specifications and Bid Documents is deleted and replaced with the following: ' All manhole rings and lids to be adjusted on this project shall be replaced with locking manhole rings and lids that will be supplied by the City at no cost to the Contractor. The locking manhole rings and lids shall be picked up from the ' Wastewater Collections Shop located at 204 W Pine Street at the Contractor's expense. The locking lids are marked as "Sewer" for the sanitary sewer system and "Storm" for the storm water system. The Contractor will be responsible for placing the correct lid on each system manhole upon completion of adjustment. ' The Contractor shall notify the Wastewater Collections Shop a minimum of 24 hours in advance (509- 576 -6302) to ensure that the facility will be open when scheduling the pickup of the rings and lids. The Contractor will need to supply the ' forklift for loading of the lids. The lids shall be placed such that the lid will open against traffic. ITEM 6. Standard Specifications, Special Provisions Section 9 -29: 9 -29 Illumination, Signal, Electrical ' 9- 29.6(6) Aluminum Light Standard (NEW SECTION) Add this section as follows: ' 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 1 Page 3 of 4 April 3, 2013 All light standards, arms and accessories shall be supplied by the same manufacturer. Light standards have eight -foot (8') 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. 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: "Service Cabinet Type D" — Standard Plan J -3c "Street Light" — City of Yakima Standard Detail E1 "LEDway Streetlight — Type III Medium" ITEM r8. Plans: New Plan Sheets Remove the four (4) plan sheets numbered 1, 4, 6 and 7 and replace with the attached plan sheets numbered 1, 4, 6 and 7 labeled "Addendum No. 1 ", dated April 3, 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: `- S6464A Brett H. Sheffield, Pt. Chief Engineer END OF ADDENDUM NO..1 4-3 -13 Date Addendum No. I Page 4 of 5 April 3, 2013 CABINET WIDTH GENERAL NOTES KEY CG METER BASE PER SERVING UTILITY REQUIREMENTS. AS A PLC" 1 -9" MINIMUM, THE METER BASE SHALL BE SAFETY SOCKET BOX 200 AMP TYPE 12012401D SERVICE CABINET WITH FACTORY INSTALLED TEST BYPASS FACILITY THAT PULL POSTS AS SHOWN 1, SEE STD. SPECIFICATION 9- 29.24, SERVICE CABINETS. B. ALL BUSSWORK SHALL BE HIGH GRADE COPPER AND MEETS THE REQUIREMENTS OF EUSERC DRAWING 305. ON STD. PLAN L -2 SHALL EQUAL OR EXCEED THE MAIN BREAKER RATING. 2 MAIN BREAKER 2. HINGES SHALL HAVE STAINLESS STEEL OR BRASS PINS. (SEE BREAKER SCHEDULE) ALL BREAKERS SHALL BOLT ONTO THE BUSSWORK _ _ _ ® p 4' DIAM. x 1/2" DEEP SUMP 3 CABINETS SHALL BE RATED NEMA 3R AND SHALL JUMPE NG OF BREAKERS SHALL NOT BE AL OWED. Q PHOTOCELL BREAKER (SPST 15 AMP - 120/240 VOLT) I SLOPE FOUNDATION INCLUDE TWO RAIN TIGHT VENTS. BUSSWORK SHALL ACCOMMODATE ALL FUTURE 4 TEST SWITCH (SPDT SNAP ACTION, POSITIVE CLOSE, 15 AMP TOWARDS SUMP 3/8" DIAM. O POLYETHYLENE OR COPPER 4. METERING EQUIPMENT DOOR SHALL BE PAD LOCKABLE. EQUIPMENT AS SHOWN IN THE BREAKER SCHEDULE - 120/277 VOLT "T" RATED) DRAIN PIPE. SLOPE TO DRAIN _ EACH DOOR SHALL BE GASKETED. INSTALL BEST CX 9. THE PHOTOCELL UNIT SHALL BE CENTERED IN THE 0 PHOTOELECTRIC CONTROL, STD. SPEC. 9 - 29.11(2) OUTSIDE FOUNDATION. CONSTRUCTION CORE ON BOTTOM DOOR. SEE DOOR PHOTOCELL ENCLOSURE TO PERMIT 360 DEGREE © BRANCH BREAKER (SEE BREAKER SCHEDULE) HINGE DETAIL, STANDARD PLAN J-3b. CONCEALED ROTATION OF THE PHOTOCELL WITHOUT REMOVAL HEAVY DUTY STAINLESS STEEL LIFT OFF HINGES ARE OF THE PHOTOCELL UNIT OR PHOTOCELL ENCLOSURE. O7 SIGNAL BREAKER (SEE BREAKER SCHEDULE) ALLOWED AS AN ALTERNATIVE TO DOOR HINGE DETAIL 10. ALL INTERNAL HARE RUNS SHALL BE IDENTIFIED WITH CONTACTOR (SEE BREAKER SCHEDULE) SHOWN ON STANDARD PLAN J-3b. UPPER DOOR SHALL DOOR HAVE 2 HINGES AND LOWER DOOR SHALL HAVE 3 "TO - FROM" CODED TAGS LABELED WITH THE CODE g RECEPTACLE BREAKER (SPST 20 AMP - 120240 VOLT) SIDE - HINGES. THE LOWER DOOR SHALL HAVE A TWO LETTERS AND /OR NUMBERS SHOWN ON THE SCHEDULES. O POSITION DOOR STOP ASSEMBLY APPROVED PVC OR POLYOLEFIN HARE MARKING SLEEVES 10 RECEPTACLE, GROUNDED (GFCI 20 AMP - 125 VOLT) SHALL BE USED. it NEUTRAL BUSS, 14 LUG COPPER 5 THE FOLLOWING EQUIPMENT WITHIN THE SERVICE 11 ALL NUTS, BOLTS AND WASHERS USED FOR MOUNTING t, =f�; 12" ENCLOSURE SHALL HAVE AN APPROPRIATELY 12 PHOTOCELL ENCLOSURE - ENCLOSURE TO BE FABRICATED SEE _____- ENGRAVED PHENOLIC NAME PLATE ATTACHED THE PHOTOCELL ENCLOSURE SHALL BE STAINLESS STEEL. FROM 518" EXPANDED STEEL MESH WITH WELDED SEAMS DETAIL A q WITH SCREWS OR RIVETS: 12. A 1% TOLERANCE IS ALLOWED FOR ALL DIMENSIONS. AND MOUNTING FLANGES. HOT DIP GALVANIZED AFTER (TYP.) NOTE. FABRICATION. TYPE 5052 - H32 ALUMINUM WITH 518' .518' KEY NUMBERS 2, 3, 4, 6, 7, 8, 9, 18 AND 21. 13. THE PHOTOCELL CIRCUIT SHALL BE INSTALLED IN OPENINGS EQUIVALENT TO 51W EXPANDED STEEL MESH 2' -0" INSTALL FOUNDATION AS KEY NUMBER 4 NAME PLATE SHALL READ: FLEX CONDUIT WITHIN THE METER COMPARTMENT MAY BE USED AS ALTERNATIVE MATERIAL SEE PHOTOCELL SLAB SECTION UNLESS PHOTOCELL BYPASS TEST ON" AND "PHOTOCELL TEST IDENTIFIED FOR CONST- -� OFF- AUTOMATIC" SEE SERVICE CABINET DETAIL. 14 INSTALL CONDUIT COUPLINGS ON ALL CONDUITS. PLACE ENCLOSURE MOUNTING DETAILS, STANDARD PLAN J -3b. 1271 RUCTION IN FENCE LINE 12" I_ 6 METERING ARRANGEMENTS VARY WITH DIFFERENT COUPLINGS FLUSH WITH TOP OF CONCRETE FOUNDATION. 13 HINGED FRONT FACING DOOR WITH 4'x 4" MIN. POLISHED IN CONTRACT PLANS. 4.1. W. WIRE GLASS WINDOW CABINET WIDTH SERVING UTILITIES. THE UTILITY MAY REQUIRE 15 SEE PLANS FOR BREAKER SCHEDULE. PLUS 18" FRONTAGE ROAD + MAINLINE METER BASE MOUNTING IN THE ENCLOSURE, ON 16. SEAL CABINET TO FOUNDATION WITH A 1/2" BEAD OF 14 LATCHD DEAD FRONT WITH 114 TURN FASTENERS OR SLIDE ROADWAY THE SIDE OR ON THE BACK OF THE ENCLOSURE THE SILICONE. APPLY SILICONE TO DRY SURFACE ONLY UTILITY MAY REQUIRE THE DIMENSION BETWEEN 15 CABINET MAIN BONDING JUMPER. BUSS SHALL BE 4 LUG FRONT VIEW SIDE VIEW 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 INSTALLATION DETAIL BOX TO BE LESS THAN THE 11 INCHES SHOWN IN THE DESIGNED TO MEET METERING PORTION OF EUSERC DETAIL, STANDARD PLAN J-3b LEFT SIDE- SAFETY SOCKET BOX MOUNTING DETAIL DRAWING 309 REQUIREMENTS. 2" 2•- q„ 2" 2•, 1' -T' SEE STANDARD PLAN J -3b FOR SAFETY SOCKET 16 SPARE BRANCH BREAKER (DPST 20AMP- 120240 VOLT) _ 6" 6" BOX DETAIL. THE CONTRACTOR SHALL VERIFY THE 1201240 VAC 17 METAL WIRING DIAGRAM HOLDER 5 SERVING UTILITY'S REQUIREMENTS PRIOR TO (18 REMOVABLE EQUIPMENT MOUNTING PAN 5 FABRICATION OF AND INSTALLING THE SERVICE 10 EQUIPMENT O 19) 6" x 6" MIN. UNDERGROUND FEED - SERVICE WIREWAY 7 DIMENSIONS SHOWN ARE MINIMUM AND SHALL BE � (LEFT REAR CORNER) 2" MIN. ADJUSTED TO ACCOMMODATE THE VARIOUS ` J - % O3 B R 20 SCREENED VENTS, 2 REQUIRED, 1 EACH SIDE, LOUVERED PLATES. ;SEE NOTE 6 10" SIZES OF EQUIPMENT INSTALLED. (/ /�� 21 HEATER BREAKER (SPST 15 AMP - 120240 VOLT) O - -1- PHOTOCELL BYPASS TEST ON PHOTOCELL TEST 22 THERMOSTAT, 40 -F CLOSURE - 3 DIFFERENTIAL Oo 14" SIGNAL CKT [ O OFF- AUTDMAnC (3 STRIP HEATER (100 WATT NOMINAL) , WITH TERMINAL STRIP COVER. 1$ 16 �' ILL CKT A 24 CIRCUIT PANEL BOARD - MINIMUM SIZE WITH SEPARATE MAIN BREAKER. SEE SPARE CKT {=h 8 25 LABEL CABINET WITH BUSSWORK RATING. _________ 1 2q NOTE 4 SPARE CKT (2$ t SLIDE PHOTOCELL CONDUIT TO FENCE 16 ^ ILL CKT B -� i LATCH POST BONDING POINT 8 OTT LE 17 41 I BYPASS G < 1 /1 TEST DN 20 FENCE POST © #6 INSULATED STRANDED �Y, OF RASy21`GL�C- Ll 19 6 t6O �J En - - -- (21 � 0< n FILL T �B Eu 18 q 22 i0. res - 6 O O �o CONDUIT COUPLING `- - -' T 22)' ILL CKT D O,/� 9F�?l STFP�O ;'v gygi i` = = =_)i FOUNDATION 'T.Cs I.- OS (TYP.) SEE NOTE 14 \ n 8 -7l �flNAL F.r' 11 ASPHALT OR CONCRETE 20 , 23 T - • • - ---- - - - - -- SERVICE CABINET O © k `1 12 "x12 "BOLT SIDE VIEW PLAN VIEW n� ILL CKTE EXPIRES MAY 5.2003 = <€ DRAIN WITH 4" HOOK (MINUS FOUNDATION) o a 15 CONDUIT SERVICE CABINET TYPE D TO UTILITY - - -- ;� ;; -TO LUMINAIRES " - OZ GEDNEY TYPE GC (0 - 200 AMP TYPE TO CONTROLLER CABINET'- ='TO SERVICE GROUND PER STD. PLAN BRONZE GROUND CLAMP 120/240 SINGLE PHASE) FRONT VIEW J -9a "TYPICAL GROUNDING DETAIL" 011" " _ " SIZE PER NEC. " OR EQUIVALENT (TYP) STANDARD PLAN J -3C SERVICE CABINET MINIMUM SIZE #2 DETAIL A WIRING SCHEMATIC SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 06 -24 -02 SInTE -0H Ex01xE- WTE ,IIIIIII, T WeAingf Slott Depvrtm fTmmp,r im ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE Lc:;;;�� RESIDENTIAL LUMINAIRE TANKO LIGHTING - COBRA HEAD EW- 3870- 2501M- 50- 1- T3- FL1 -2 -5BG 3' MAX. ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE ARTERIAL LUMINAIRE BETA LED #STR- LWY- 3M- 08- C -UL -SV 2" NPS,SCH. 40, 2 3/8" O.D TENON 8' (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 1 I ELIMINATE ALL SLACK 1 I o HANDHOLE INSULATED GROUNDING BUSHING i BOND ( INSTALL COMPLETE WITH BOLT COVERS QUICK DISCONNECTS (STD. i SPEC. 9 -29.7) 2" NOM. GROUT PAD WITH J -BOX 1/2" DRAIN HOLE 6063 -T6 ALUM SHAFT TAPERED I FLUSH w/ SIDEWALK 8" X 6" X.250 WALL SATIN GROUND FINISH, 80 GRIT 1" MAX. 4" X 6" FLUSH HANDHOLE I I I I I•° CAN S/S HARDWARE & _Z �� .I I I I • F GROUND WIRING 1 "CHAMFER I I II +4 I II . I I, CAST ALUM. SHOEBASE (COMPLETE) N #4 HOOPS AT 1' -0" I I 1 1 CENTERS I I j {/ I I d ° STREET LIGHT BASE SHALL 'I BE FLUSH WITH SIDEWALK AND /OR CURB d N 2" SCHD 40 PVC CONDUIT \ ° j/ F de - °. �� c: SIDEWALK 22 EIGHT #7BARS CURB EVENLY SPACED f < I a• a d 4 PORTLAND CEMENT CONCRETE CL. 3000 (SEE N. ° POLE FOUNDATION DETAIL) I POLE PLACEMENT ADJACENTTO 5/8" x 10' -0" COPPER -CLAD 3' SIDEWALK GROUND WIRE SQUARE OR ROUND OR AS APPROVED BY CITY ENGINEER 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 BetaLED Catalog #: STR - LWY - 3M - HT Notes: Product Family Optic Mounting # of LEDs LED ' (x 10) Series STR LWY 3M' HTz E3 07 D 1308 El 09 Footnotes 1. IESNA Type III Medium distribution 2. Horizontal tenon mount 3 Light engine portion of extrusion is not painted and will remain natural aluminum regardless of color selection 4. Color temperature per fixture; 6000K standard; minimum 70 CRI 5. Control by others 6 Refer to dimming spec sheet for availability and additional information 7 Can't exceed the specified drive current. Consult factory if exceeding the drive current is necessary. Light engine i- Housing By Others _ 26.8' - [681mmJ Latches Cover (Tool -less Entry) _ _.. Voltage O UL Universal 120 -277V C3 UH Universal 347 -480V Color Options Drive Current Factory - Installed Options Please type additional options in manually on the lines provided above 13 SV E3 700 E3 43K 4300K Color Temperature' Silver' 700mA E3 DIM 0 -10V Dimming" El BK (Standard) E3 F Fuse89 Black' E3 525 E3 HL Hi /Low (175/350/525, dual circuit Input)101 13 BZ 525mA 13 N No Quick Disconnect Harness or Leveling Bubble" Bronze' p 350 11 PD Power Door" 13 PB 350mA 13 R NEMA Photocell Receptacle' Platinum 50K Hours Lumen Maintenance 13 SC Door Safety Tether14 Bronze' Type III Medium @ 4300K 0 UTL Utility Option15 13WH Current Current White' Current For additional options, see IP66 spec sheet. 8. This option not available with all multi -level options. Refer to multi -level spec sheet for more information 9. When code dictates fusing use time delay fuse 10 Refer to multi level spec sheet for availability and additional information 11. Sensor not included 12 Standard product features unless N option is specified 13. All connections between door and fixture are shipped unconnected from the factory, door release spring included to open door automatically when the latches are released 14. Photocell by others 15 Stainless steel aircraft cable 16 Includes exterior wattage label that reflects watts for the drive current selected The ability to exceed the selected drive current will be disabled NOTE: All data subject to change without notice. ' © If 2011 Betal-ED", a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800 - 236 -6800 • www.betaLED.com i Made in the U.S.A. of U.S. and imported parts. LED Meets Buy American requirements within the ARRA. „ 1 PERFORMANCE X of Initial Delivered Lumens - B U initial Delivered Lumens - B U G System Watts Total Total Total Total Total L,o Hours' 50K Hours Lumen Maintenance LEDs Type III Medium @ 6000K Type III Medium @ 4300K 120 -480V Current Current Current Current Current @ 25° C Factor' Rating"" @ 120V @ 240V @ 277V @ 347V @ 480V (77° F) @ 15" C (59° F) 35l Fixture Ir• 70 6,388 07) 1 2 11 3 2 1 5,887 01 7_77 2 75 0 67 0 38 0 35 0.25 0.20 > 150,000 80 7,259 08 2 3 2 6,690 08 2 3 2 86 0.77 0.42 0 39 0.28 0.22 > 150,000 94 90 8,105 09 2 3 2 7,470 09 2 3 2 96 1 0.84 0.46 0 42 0 31 0 24 > 150 000 525mA Fixture Operating 70 1 8.943 01 3 3 3 8,422 07 3 3 3 11 1 0.99 0.53 0 47 037 0 29 140,000 80 10,162 08 3 3 3 9,366 08 3 3 3 135 1.13 0 59 0 53 0.42 0.32 136,000 93 °/ 90 11 347 09 3 3 3 10 458 09 3 3 3 149 1 27 0 65 0.58 0.47 0.35 132,000 (Standard) Operating a 70 1 11,178 07 3 3 3 10,302 07 3 3 3 1 162 77=i 0 69 1 0.61 0 49 0.36 1 115.000 80 1 12.703 08 3 1 3 13 1 11,707 08 3 1 3 13 1 188 1 1.55 1 0.79 1 0.69 0.55 0.41 1 110,000 91% 90 1 14,184 09 3 1 3 13 1 13,073 09 3 13 13 1 210 169 1 0.86 1 0.76 0.62 0.45 1 107,000 ` For recommended lumen maintenance factor data see TD-13 " For more information on the IES BUG (Backlight - Uptight- Glare) Rating visit www.iesna orp/ PDF/ Erratas /TM- 15- 07BuaRatinasAddendum.odl NOTE: All data subject to change without notice. ' © If 2011 Betal-ED", a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800 - 236 -6800 • www.betaLED.com i Made in the U.S.A. of U.S. and imported parts. LED Meets Buy American requirements within the ARRA. „ General Description Fixture housing is all aluminum construction. Standard fixture utilizes terminal block for power Input suitable for #2414 AWG wire and operates at 700mA Drive current is field switchable Fixture is designed to mount on 1 25" (32mm) IP (1 66 "[42mm] 0 D.) and/ or 2" (51 mm) IP (2.375" [60mm] O.D.) horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5° to allow for fixture leveling (Includes two axis T -level to aid In this process). Fixture carries a limited five year warranty Electrical Modular design accommodates varied lighting output from high power, white, 6000K 500K per full fixture), minimum 70 CRI, long life LED sources. Optional 4300K 300K per full fixture) also available 120 -277V 50/60 Hz, Class 1 LED drivers are standard. 347 -480V 50/60 Hz option is available LED drivers have power factor >90% and THD <20% at full load. Quick disconnect harness suitable for mate and break under load provided on power feed to driver for ease of maintenance. Units provided with integral 10kV surge suppression protection standard Surge protection tested In accordance with IEEE /ANSI C62 41 2 Finish Exclusive Colorfast DeltaGuard'� finish features an E -Coat epoxy primer with an ultra - durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available The finish is covered by our 10 year limited warranty Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined In ASTM Standard B 117 Testing & Compliance UL listed pending in the U.S. and Canada for wet locations Consult factory for CE Certified products. Meets CALTrans 611 Vibration Testing and GR -63 -CORE Section 4.4.1/5.4.2 Earthquake Zone 4 Certified to ANSI C136.31 -2001 brdge and overpass vibration standards. Dark Sky Friendly IDA Approved RoHS Compliant Product qualified on the Design Lights Consortium ( "DLC ") Qualified Product List ( "OPL ") c & us a Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc For a listing of Ruud Lighting, Inc. patents, visit www.usoto.00v. Field- Installed Accessories Bird Spikes for Light Engine Bird Spikes Kit for Housing No Photo 1.25" IP Pipe Sealing Kit OXA- BRDSPK90 �OXA- BRDSPKHSG Available 11 XA- XIL1251P IPhotometrics 120' 100' 80' 60' 40' 20' 0' 20 40' 60' 80' 100' 120• 100' 30.5 80' 60' 40' 20' 0' 20' 40' 60' 80' ■■■■■OM■■ 244 183 122 6.1 Om 61 122 18.3 244 305 244 183 122 61 Om 61 122 183/4 4 305 30° Candlepower Trace. Vertical plane through horizontal angle of maximum candlepower OS ion 0 vertical pane Horizontal Tenon Mount 1 fixture 0.706 of maximum candlenower. Independent Testing Laboratories certified test Report No ITL64365 Candlepower trace of 6000K, 40 LED LEDway Isofootcandle plot of 6000K, 90 LED LEDway Streetlight Streetlight luminaire with IESNA Type III Medium distribution luminaire with IESNA Type III Medium distribution mounted at moire with initial delivered lumens operating 25' (8m) A F D Luminaire with 14,184 initial delivered lumens 700 published esting pat 700mA All published luminaire photometric testing performed operating at 700mA Initial FC at grade to IESNA LM -79 -08 standards. PT- 3H(120) 120" Triple 1.712 PT- 4H(90)/PD- 4H4(90) 901 Quad 2.336 1 Add 5 Ibs (2.3kg) for transformer in 347 -480V fixtures when multi -level options are selected. 244 183 122 6.1 Om 61 122 18.3 244 LEDway® EPA & Weight Calculations Approximate Weight 120 -460VI 305 244 183 122 61 Om 61 122 183/4 4 305 30° Candlepower Trace. Vertical plane through horizontal angle of maximum candlepower OS ion 0 vertical pane Horizontal Tenon Mount 1 fixture 0.706 of maximum candlenower. Independent Testing Laboratories certified test Report No ITL64365 Candlepower trace of 6000K, 40 LED LEDway Isofootcandle plot of 6000K, 90 LED LEDway Streetlight Streetlight luminaire with IESNA Type III Medium distribution luminaire with IESNA Type III Medium distribution mounted at moire with initial delivered lumens operating 25' (8m) A F D Luminaire with 14,184 initial delivered lumens 700 published esting pat 700mA All published luminaire photometric testing performed operating at 700mA Initial FC at grade to IESNA LM -79 -08 standards. PT- 3H(120) 120" Triple LEDway® EPA & Weight Calculations Approximate Weight 120 -460VI 70-90 LED fixture 21 0 Ibs (9 5kg) EPA Horizontal Tenon Mount 1 fixture 0.706 EPA Round External Mount/ Square Internal Mount Horizontal Tenons with Fixture(s) PT -1 WPD -1 H4 Single 0.928 PT- 2H(90)/PD-2H4(90) 90" Twin 1.267 PT- 2H(180)/PD- 2H4(180) 180"Twin 1.746 PT- 3H(90)/PD- 3H4(90) 90"Triple 1.932 PT- 3H(120) 120" Triple 1.712 PT- 4H(90)/PD- 4H4(90) 901 Quad 2.336 1 Add 5 Ibs (2.3kg) for transformer in 347 -480V fixtures when multi -level options are selected. e NOTE: All data subject to change without notice. © 2011 BetaLED®, a division of Ruud Lighting a 1200 92nd Street • Sturtevant, WI 53177 a 800 - 236 -6800 • www.betaLED.com L Made in the U.S.A. of U.S. and imported parts wv� Meets Buy American requirements within the ARRA. 1 LUMINAIRE SCHEDULE Luminaire # Station Offset Mnt Ht Lamp rm Length 1 12 +22 26' LT 35 BETA LED 8' 2 13 +84 20 5' LT 35 BETA LED 8' 3 15 +45 20 5' LT 35 BETA LED 8' 4 17 +07 20 5' LT 35 BETA LED 8' 5 18 +65 20.5' LT 35 BETA LED 8' 6 20 +24 20.5' LT 35 BETA LED 8' 7 21 +85 20 5' LT 35 BETA LED 8' 8 23 +51 20 5' LT 35 BETA LED 8' 9 25 +05 20 5' LT 35 BETA LED 8' 10 26 +65 20 5' LT 35 BETA LED 8' 11 28 +25 20 5' LT 35 BETA LED 8' 12 29 +85 20 5' LT 35 BETA LED 8' 13 31 +48 20.5' LT 35 BETA LED 8' 14 33 +18 20 5' LT 35 BETA LED 8' 15 34 +78 20 3' LT 35 BETA LED 8' CONSTRUCTION NOTES OMATCH EXISTING CURB & GUTTER / SIDEWALK OCONSTRUCT RESIDENTIAL DRIVEWAY CONSTRUCT Y ASPHALT APRON IF SHOWN ON PLANS OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH ® ADJUST TO FINISHED GRADE OTO BE MOVED BY CITY OF YAKIMA WATER DEPT © TO BE REMOVED /RELOCATED BY PACIFIC POWER OTO BE RELOCATED BY CENTURYLINK ® TO BE ADJUSTED / RELOCATED BY CASCADE NAT GAS OINSTALL STREET LIGHT SEE LUMINAIRE SCHEDULE THIS PAGE SURFACING LEGEND GENERAL NOTES 1 ALL ROADWAY DIMENSIONS SHOWN ON PLANS ARE TO BACK OF CURB 2. CONTRACTOR SHALL MAINTAIN ONE (1) LANE OF TRAFFIC AT ALL TIMES DURING THE COURSE OF THE PROJECT UNLESS OTHERWISE APPROVED 3. ACCESS TO EXISTING RESIDENCES AND BUSINESSES MUST BE MAINTAINED DURING THE COURSE OF THE PROJECT 4 ROADWAY SIGNS WILL BE RESET ON NEW POSTS BEHIND CURB. 5 NEW MAILBOX SUPPORTS ARE TO BE FIELD LOCATED 6 ALL RESIDENTIAL TYPE DRIVEWAYS SHALL HAVE A 3' (APPROX) ASPHALT OR CONCRETE DRIVEWAY APRON CONSTRUCTED BETWEEN THE BACK OF SIDEWALK AND THE EXISTING DRIVEWAY WHERE NEEDED AS SHOWN ON THE PLANS II se 6ER Sy DATUM G mss'` J ELEVATION DATUM: 1 -1/2" ALUM CAP INT OF 6TH AVE- & RIVER RD ADDENDUM #1 ELEVATION = 1093 75 4 -2 -13 7 e N EX. WATER VALVE (0 > E 0 ®WM Y iT Q LEGEND 9 2 w EX. MAILBOX 0 O c //�� O 4) 02 -- EXISTING RIGHT OF WAY C �; -- NEW RIGHT OF WAY e 3 - - - - EX. EDGE OF PAVEMENT W Y V W _SD NEW STORM DRAINAGE p�� e T EX. U/G TELEPHONE P EX. U/G POWER NEW TYPE 2 CATCH BASIN w EX. WATERMAIN Q -GAS EX. GAS LINE \,Q` x x EX. FENCE s EX. SAN SEWER ------- - - - - -- NEW STREET LIGHTING CONDUIT II se 6ER Sy DATUM G mss'` J ELEVATION DATUM: 1 -1/2" ALUM CAP INT OF 6TH AVE- & RIVER RD ADDENDUM #1 ELEVATION = 1093 75 4 -2 -13 7 EX. FIRE HYDRANT m EX. WATER VALVE ®WM EX. WATER METER Q N ome EX. MAILBOX D TPED EX. TELEPHONE PEDESTAL Zj ■ NEW CATCH BASIN (TYPE 1 OR 1L) 0 0 NEW TYPE 2 CATCH BASIN Q 0 EX. SEWER MANHOLE ss c� EX. CATCH BASIN �❑ a� EX. TREE Z (� } NEW STREET LIGHT 8 NEW TYPE I JUNCTION BOX II se 6ER Sy DATUM G mss'` J ELEVATION DATUM: 1 -1/2" ALUM CAP INT OF 6TH AVE- & RIVER RD ADDENDUM #1 ELEVATION = 1093 75 4 -2 -13 7 RECORD WALTER & MINETTE 181313 -22012 9 EMPTY LOT 2 EMPTY LOT Ex. R/W-- ANDREWS & BARTON CO 181313 -22015 /� EMPTY LOT O O N N M M aD z J w U a 2- [x rcrvrcLrt OLO UNION CA- niio :�1,on IRRIG - car_ 33• G GATE STA. 23 +18 - BEGIN FULL REBUILD SECTION RLLUrvc cgTE ASPHALT 3 GRASS 3,1' GRASS �- REMOVE EXISTING CONC CAP / / 1 / / / /• / / / / / / / OVER CANAL k EXTEND NEW / / / / / / / / / / / ASPFi ALT / CONCRETE TO LIMITS OF / / / / /� EXISTING ASPHALT & MATCH / EXISTING GRADES / ASPHALT D E. LEGACY, LLC 181313 -23432 HD Fowler Co. ry g �! ss 5 d �• NEW CL ROADWAY a a / EX. GRADE AT NEW 0.21 U J J ?yL O F ui w O . I I I CONCRETE ASPHALT . a ._tom. .�• ��.���.��.,��,' ' I ASPHALT WASHINGTON FRUIT & PRODUCE CO --------------- - - - - -- 181313 -21405 F-Y NEW TYPE 'D' SERVICE ASPHALT 0 1 9 e� 3 e4.6' e�Pc 6' cRAIry uN1 GAI qLE s' crvn.N uNry MATCH EXISTING ASPHALT NR NEW N W R DCI(_PIANTER STRIP_ P __ _ __ ____ --------- ------ ----------- _---------- ud raol .ava.axA� ,. - .- ,:z E _ . - r ��\ tr ffid W J uv OLD uNlOry CAnu = it BLUING LA._ � a t 2 � ASPHALT GRASS REMOVE EXISTING CONC. CAP OVER CANAL k EXTEND NEW CONCRETE TO LIMITS OF EXISTING ASPHALT k MATCH EXISTING GRADES. SURFACING LEGEND NEW ROADWAY SECTION OVERLAY EXISTING ASPHALT (2•' TYP ) NEW CONCRETE SIDEWALK HICK T. STA 27+76.23 HIGH PT E1EV 1101.14 s„ s s O E•> C 0 V m `0 p a) t m� ±-+ z E U W Wx I�. ,n J 5 � EX ( 1099.32 NEW ( 1099.41 TBC LT. k R1. 10.99.41 ASPHALT 1099 95 1100.15 110.02.4 1100.05 1100.25 1100.35 - 1100.15 1100 25 1100.34 1100 42 110046 1100.55 1100.31 110040 1100.51 1100.fi0 110063 110.07_0_ 1100.4fi 1100.53 1100.68 1100.76 110.0.77 110.0.84 1100 64 1100.85 1100.91 1100.74 1100.94 1100.98 - 1100.85 1101.02 1101.03 1100.98 7101.02 1100.98 1100 97 1101.06 1101.10 1107.13 1101.14 1101.07 1101.09 1101.11 1101.11 1100.94 1101.12 1101.10 1100.87 1100.82 1101.09 1101 03 1101.07 1101.04 < C14 1100.69 1100.75 110085 I - P yf } > Z I Ge s 4 f� � C0 .ar I E. 3 1 V r3 0 Z N 21 +00 CL 22 +00 sa.ad a > ca 24+00 1 25 +00 i L C-0 +- � � O ADDENDUM #1 ft U ,n J 5 � EX ( 1099.32 NEW ( 1099.41 TBC LT. k R1. 10.99.41 1099.53 1099 66 1099.76 1099 85 1099.58 1099.75 1099.90 1100 03 1099.60 10.99.7_8_ 1099.94 110.0.10 1099 95 1100.15 110.02.4 1100.05 1100.25 1100.35 - 1100.15 1100 25 1100.34 1100 42 110046 1100.55 1100.31 110040 1100.51 1100.fi0 110063 110.07_0_ 1100.4fi 1100.53 1100.68 1100.76 110.0.77 110.0.84 1100 64 1100.85 1100.91 1100.74 1100.94 1100.98 - 1100.85 1101.02 1101.03 1100.98 7101.02 1100.98 1100 97 1101.06 1101.10 1107.13 1101.14 1101.07 1101.09 1101.11 1101.11 1100.94 1101.12 1101.10 1100.87 1100.82 1101.09 1101 03 1101.07 1101.04 1100.78 1100.96 1100.99 1100.74 1100.86 1100.93 1100.69 1100.75 110085 I - A I I I I I I A I I I J I 20 +00 21 +00 22 +00 23 +00 24+00 1 25 +00 0 Y � 1ti 1100 II � W U O U 0 = 1090 O o L + O 0 N N CQ 1080 4 4 -3 -13 WASHINGTON FRUIT PACKING FACILITY SURFACING LEGEND I CONCRETE CONCRETE NEW ROADWAY SECTION I I I OVERLAY EXISTING ASPHALT (2" TYP ) WASHINGTON FRUIT & PRODUCE CO ❑ NEW CONCRETE SIDEWALK 181313 -21405 CONSTRUCTION NOTES COI (CRETE 1 MATCH EXISTING CURB & GUTTER / SIDEWALK CONSTRUCT RESIDENTIAL DRIVEWAY CONSTRUCT T ASPHALT APRON IF SHOWN ON PLANS OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH ® ADJUST TO FINISHED GRADE OTO BE MOVED BY CITY OF YAKIMA WATER DEPT © TO BE REMOVED /RELOCATED BY PACIFIC POWER OTO BE RELOCATED BY CENTURYLINK ® TO BE ADJUSTED /RELOCATED BY CASCADE NAT GAS OINSTALL STREET LIGHT SEE LUMINAIRE SCHEDULE PG.2 GRASS 111 11 ASPHALT PARKING( CONCRETE CONCRETE CONCRETE at6e I I p�P MATa Ez. m¢ a cant P�- WA VA ¢ --T-1-5- �f 41.3' - - - - 26 - _ NATCN EM. EDGE Of CON- 8 O CN 1100 MATCH EXISTING 3 4 2 GRAN My NNNwNNINC�E� 2 DRNNADE TO WIC. e �L E r al N NEW r; ROADWAY s s L ASPHALT CONCRETE PARKING 6TA:33 +2 &95 P5 94 LT it II RIM EL=109515 I H= 109212 = fO O v f6 11 E O a s� o IE 12' IE t2- WT= 106963 N w W W > co W �------ - -- - - -' CIO Q 0 i Y fE n n ASPHALT PA KING ASPHALT ADDENDUM #1 o O+ o \ ` EX. GRADE AT NEW rL Z 17 NOPE IW.Er 11126 6 - 12- NOPE 0.0100 R/iT U WA VA ¢ --T-1-5- �f 41.3' - - - - 26 - _ NATCN EM. EDGE Of CON- 8 O CN 1100 MATCH EXISTING 3 0 \ 2 GRAN My NNNwNNINC�E� 2 DRNNADE TO WIC. e CONCRETE PARKING E r ASP14ALT N NEW r; ROADWAY s s L ASPHALT CONCRETE PARKING 6TA:33 +2 &95 P5 94 LT it II RIM EL=109515 I H= 109212 = fO O v f6 11 E O a s� o IE 12' IE t2- WT= 106963 N w W W > co W �------ - -- - - -' CIO Q 0 i Y fE n n ASPHALT PA KING ASPHALT ADDENDUM #1 o O+ o \ ` EX. GRADE AT NEW rL Z 17 NOPE IW.Er 11126 6 - 12- NOPE 0.0100 R/iT THUNDER ELECTRIC L�L�M CHARLES W. BROWN 181313 -24408 COIInnUE 2 -2• CONoulm EAST AS SIDNR W 91EE15 -5 46-- ASPHALT 2�'-I. - - -- I 2 \ \ \ \ CONCRETE CHARLES W. BROWN PARRKING ING LOT pcs 181313 -24400 No SCI DOOR% ��' /������������ i ,���, 1 00 W W W LU En Q N W Z 2 care U inx n mxc\ � :I` V ti u..; f Eats c •> m rn N� Q C 0a) U L m U) 4- •� z E Y U W N 52. DRNNA4E TO CURB. N . + ID M CB TYPE IL ,>;$ O CN 1100 Q CV YOGA _ PRE - TREATMENT I /2 m6 2025 w GRATm UO + o E r HOT SPOT N NEW r; ROADWAY s s L j CO z '1E 12='IN(5]= 1093.76 Nw IE 12" IN (W)= 1093.37 6TA:33 +2 &95 P5 94 LT it II RIM EL=109515 I H= 109212 = fO O v f6 11 E O a IE 12' OUT(E)= 1092.18 IE 12' IE t2- WT= 106963 N w W W > co W IE 12' DUT(E)= 1094.50 CIO Q 0 i Y fE n n W ADDENDUM #1 o O+ o \ ` EX. GRADE AT NEW rL Z 17 NOPE IW.Er 11126 6 - 12- NOPE 0.0100 R/iT U E%.F 1097.66 1097.57 1097.55 1097.46 1097.36 1097.21 1097.06 1096.96 1096.94 1096.86 109 .79 1096.67 1096.54 1096.44 1096.35 109626 109617 1096.09 1D95.93 1095.76 1095.62 1095.45 109526 1095.10 1094.94 1094.78 NEW 1098.00 1097.89 1097.77 1097.66 1097.55 1097.44 1097.33 1097.22 1097.11 1097.01 109694 1096.86 1096.81 1096.74 1096.67 1096.60 109653 1096.35 1096.13 1095.91 1095.69 1095.48 109526 1DID 06 1094.88 1094.70 TBC LT. k RT. 1097.95 1097.83 1097.71 1097.59 1097.47 1097.35 1097.25 1097.15 1097.05 1096.95 1096.85 109634 1096.64 1096 54 109644 1096.34 1096.24 1096.14 1096.04 1095.94 1095.84 1095.65 1095.46 1095.27 1095.08 1094.88 I I I ._. 1 I. 30 +00 31 +00 32 +00 33+00 34+00 35 +00 1100 ' o CB TYPE IL ,>;$ O CN 1100 n STA. 33 +22.95 1750' LT i ( ) CRATE EL = 109fi.17 _ PRE - TREATMENT I /2 m6 2025 w GRATm UO + o W W r H- W = N NEW r; ROADWAY s s L W iWE IL STA. 32 +09.fie 17.50' LS ( ) '1E 12='IN(5]= 1093.76 Nw IE 12" IN (W)= 1093.37 6TA:33 +2 &95 P5 94 LT it II RIM EL=109515 I H= 109212 = fO LJ] f6 11 GRATE EL= 1096.56 IE 12' OUT(E)= 1092.18 IE 12' IE t2- WT= 106963 N w W W o W IE 12' DUT(E)= 1094.50 - 0.34% n n W o O+ o \ ` EX. GRADE AT NEW rL � 17 NOPE IW.Er 11126 6 - 12- NOPE 0.0100 R/iT F 1090 N STA. 33 +00.00 (17.46' RT) ! z W z J = GRATE EL,= 1096.25 IE 12' OUT(E)= 109425 CB b10 (TYPE 1L) '159.9]'6 - 21 "fUPE Psf Pqq OOOW TT/FT J = < U 5T0.33 +22.95 17.50 RT L---------------------- .-------------- - - - - -J ¢ Q GRATE EL= 1096.17 IE 12- IN (W)= 1094.02 I IE IY OUT(N)- 1094.13 I I I 1080 E%.F 1097.66 1097.57 1097.55 1097.46 1097.36 1097.21 1097.06 1096.96 1096.94 1096.86 109 .79 1096.67 1096.54 1096.44 1096.35 109626 109617 1096.09 1D95.93 1095.76 1095.62 1095.45 109526 1095.10 1094.94 1094.78 NEW 1098.00 1097.89 1097.77 1097.66 1097.55 1097.44 1097.33 1097.22 1097.11 1097.01 109694 1096.86 1096.81 1096.74 1096.67 1096.60 109653 1096.35 1096.13 1095.91 1095.69 1095.48 109526 1DID 06 1094.88 1094.70 TBC LT. k RT. 1097.95 1097.83 1097.71 1097.59 1097.47 1097.35 1097.25 1097.15 1097.05 1096.95 1096.85 109634 1096.64 1096 54 109644 1096.34 1096.24 1096.14 1096.04 1095.94 1095.84 1095.65 1095.46 1095.27 1095.08 1094.88 I I I ._. 1 I. 30 +00 31 +00 32 +00 33+00 34+00 35 +00 1100 O CN � r c 0 II ui LJ] f6 11 LE 1090 a o 2 Q _O O 1000 o 0 OO co a 6 7 1 1 i 1 1 1 1 1 1 i 1 1 1 1 1 i '1 I� PC 35 +89.22 - °' I 1277.50 MC PT 36 +12.81 21.93' RT. 1 PT 36 +29.14 59.23' LT. = v R = 40.0' T = 40.15' L = 62.98' Q = 90'13'05" N � N NN _0 > cu a IrPED ' Y co i co Z > � } U V O 1090 o = > zx =F O, 4'Bfis -E' END: 36 +45.5 — I ssMN ' II CURB RETURN DATA PC 35 +89.22 19' LT 1277.50 MC PT 36 +12.81 21.93' RT. 11277.78 PT 36 +29.14 59.23' LT. 1278.05 R = 40.0' T = 40.15' L = 62.98' Q = 90'13'05" CURB RETURN DATA PC 36 +01.07 19' RT. 1277.50 M C 1277.78 PT 36 +12.81 21.93' RT. 1278.05 R = 25.00' L = 12.22' T = 6.23' n = 28'00'12" CONSTRUCTION NOTES OMATCH EXISTING CURB & GUTTER / SIDEWALK OCONSTRUCT RESIDENTIAL DRIVEWAY CONSTRUCT T ASPHALT APRON IF SHOWN ON PLANS OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH ® ADJUST TO FINISHED GRADE OTO BE MOVED BY CITY OF YAKIMA WATER DEPT © TO BE REMOVED /RELOCATED BY PACIFIC POWER TO BE RELOCATED BY CENTURYLINK ® TO BE ADJUSTED / RELOCATED BY CASCADE NAT GAS OINSTALL STREET LIGHT SEE LUMINAIRE SCHEDULE PG.2 SURFACING LEGEND t,a NEW ROADWAY SECTION OVERLAY EXISTING ASPHALT (2" TYP.) ❑ NEW CONCRETE SIDEWALK O Y ca 0 m m rn .L o p �L m 0 N � �3 Z E U W WY �W oMe > 0 JL•II��' a R ) > d M CV a O o L rc > 1 CO O U Z N � N NN _0 > cu a C O Y co i co ADDENDUM #1 > � } U V 1100 O o L 0 1080 ors + Lli != co � N NN W u II >s _ U O 1090 o = > 7 - -- 4 -3_13 7 O o L a CD 1080 ors + Lli != co 7 - -- 4 -3_13 7 1 1 City Of Yakima 1 River Road - N. 16 th Avenue I to 1 N. 6t" Avenue Improvements 1 1 FMSIB No. 82 City Project No. 2314 1 1 1 ,BE R S1 iUr. 'ri 1.�II ,� VIA i m i ` 1 1 111 P a g e -- CONTENTS U�^��� ����� ,� N. ��1� ������KU�� �� N. �1h ��88�� .~.~,~. .~~~~~~~ .~. .~~ °"�~~..~~.~ ~~~ "�. ~, °.°�~~~.~~~~ City Project No. 2314 SECTION PAGE STANDARD SPECIFICATIONS Standard GpeoUDcatione--'.-------------..----'-- 7 Amendments to the 2012 Standard Specifications .......... ....................... 7 CONTRACT PROVISIONS General Special ProvsignsandCmntmactGpecja|Provk;ioDs----.-'- 53 Project D8acrotkon-'.---------------'-----'. 54 1-01 Oafnitiona-----' � ---'�--�'-----� �----' 54 1-O2 Bid Procedures and Conditions ......... ............... .................... 56 1-O3 Award and Execution of Contract ............................................ 01 1-O4 Scope of Work ......... . . . ............... ..................................... 82 1-O5 Control of Work ' '. -----'- '. ........... .................. ' 83 1-O8 Control of Materials .... ........................ ................................. 87 1-O7 Legal Relations and Responsibilities to thePub|ic --- '--- 67 1-O8 Prosecution and Progress ..................................... ............... 78 1-OQ Measurement and Payment ... ' ............ ............................... 79 1-1O Temporary Traffic Control . . ................................................... 80 2-01 Ckeahng, Grubbing and Roadside Cleanup .............................. 81 2-O2 Removal of Structure and Obstructions ................................... 81 2-O7 Watering ............. ................................ . '-------- 82 4-OR Asphalt Treated Base . ............ ........... ' -----' '--- 83 5-O4 Hot Mix Asphalt ' .............................. . ............. .............. 83 7-05 Manholes, Inlets, Catch Basins & DryvvaUa ...... .. .- '--- . - 80 T-O8 General Pipe Installation . ....... ' ...................... --- ' '-' OS 7-O9 Water Mains ...... .. . ' . . . . . .......... '. . ............... ........... 90 8-01 Erosion Control and Water Pollution Control ............................ 91 8-03 Irrigation 0vntenno' '. .. . .. .. .' ....................................... 92 8-06 Cement Concrete Driveway EntraDcea--.'- ........................ 92 8-14 Cement Concrete Sidewalk ................................................... 93 8-2O Illumination, Traffic Signal Systems, and Electrical ........ ............. 94 O-22 Pavement Markings .. --- ' . - . ................ ' '--- . . 85 8-29 Illumination, Signals, Electrical . ............. .. .......... '. ....... 95 Q-O3 Aggregates ...... '. .' ............. 98 9-05 Drainage Structures, Culverts &Condubo' 97 STANO/\R[)PL/\N@. '' ............... .. . . ' ........... ................ 88 - ^ --- -_- - - 3 |Page ContractForm ...................................................................................... 105 Performance Bond Form .... ............. ........ . .......... .. ............. ... ..... 107 Sample Certificate of Insurance ........... . ............ ................ ........... ....... 109 Sample Additional Insured Endorsement ...... . . ........... ............... ............ 110 Minimum Wage Affidavit Form ..... :- .* ........ . .......... .............. . . ........ PREVAILING WAGE RATES Prevailing Wage Rates .. ............ .. ........ ... .......... .... ........... ..... 115 PROPOSAL ProposalForm ................... .. . .......... ........... ......................... ...... 117 Item Proposal Bid Sheet ................................................................... 119 BidBond Form ........ ........ ............. ............. ....................... ....... 123 Proposal Signature Sheet ................................................................ 125 Compliance With Immigration and Naturalization Act ........................... 127 Non-Collusion Declaration .................................................................. 129 Non - Discrimination Provision ............ ........................ . ..................... 131 Women and Minority Business Enterprise Policy .... ............................... 133 Council Resolution ............................... ........... ............................ 135 Affirmative Action Plan .......... ...................... ... .......... .. ................. 137 Bidders Certification . ...................... .............. ........... .................... 139 Subcontractor's Certification .. .... ....... ......................... ...................... 141 Materially and Responsiveness ........... ........ ........................ ............ 143 BiddersCheck List .......................................................................... 145 PLANS & DETAILS Traffic Control Plans ..... .. ............ ........ .......... ... ........ ..... ........ Attached Construction Plans ................... . ...... . .......... .............. .......... ..... Attached 4 P a g e tINVITATION 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 River Road - N. 16th to N. 6th Avenue Improvements City Project No. 2314 This project provides for the improvement of River Road from 16th Avenue to 6th Avenue by ' reconstructing and widening the roadway. Work includes excavation, surfacing, planing bituminous pavement, paving with hot mix asphalt, constructing curb, gutter and sidewalk, installing a stormwater system, illumination, pavement markings and other work all to be constructed in accordance with the tplans 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 t 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 # 2561470 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 25th day of March, 2013 PUBLISH 51 Page March 26th, 2013 March 27th, 2013 INTRODUCTION The following_ Amendments and Special Provisions. shall be used in conjunction with the_2012._ Standard Specifications for1Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and 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, Definitiomand 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, 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 skewbaek 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 7 1 P a g e railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. 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 The first two sentences in the first paragraph 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 Section 1 -05, Control of Work ' August 6, 2012 1- 05.13(1) Emergency Contact List , The second sentence in the first paragraph is revised to read The list shall include, 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. 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 .perform fabrication inspection on the following items: • Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical) • Cantilever Sign Structures and Sign Bridges 8 1 P a g e L 1 • Epoxy- Coated Reinforcing Steel • Metal Bridge Railing and Handrail • Modular Expansion Joints • Painted Piling and Casing Painted and Powder - Coated Luminaire and Signal Poles__.._ • Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers • Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and Box Culverts • Precast Concrete Traffic Barrier • Precast Concrete Marine Pier Deck Panels • Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem Panels • Precast Concrete Retaining Walls, including Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components • Prestressed Concrete Piles • Seismic Retrofit Earthquake Restrainers • Soldier Piles' • Steel Bridges and Steel Bridge Components • Steel Column Jackets • Structural Steel for Ferry Terminals, including items such as Dolphins, Wingwalls, and Transfer Spans • Treated Timber and Lumber 6 -inch by 6 -inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read: An inspection dayi.includes any calendar day or portion of a calendar day spent by one inspector inspecting, on standby, or traveling to and from a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status,, 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 1 -07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. 1- 07.9(2) Posting Notices This section is revised to read: 91 Page J Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shall ensure the following are posted: 1: EEOC - P /E -1 (revised 11/09),- Equal Employment Opportunity is THE LAW - - - published by US Department of Labor. Post for projects with federal -aid funding 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 revise 4 1321 ( revised 0 /09) - Employee Rights under the Davis -Bacon Act published by US Department of Labor. Post for projects with federal -aid funding 4. WHD 1088 (revised 07/09) - Employee Rights under 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 t 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 "Statement 11 Post one copy of the approved 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 employees and (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. 101Page t 1 -07.15 Temporary Water Pollution /Erosion Control The third paragraph is deleted. ' Section 1 -08, Prosecution and Progress 2, 2012 . ' 1 -08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT ". 1- 08.3(1) General Requirements The following new paragraph is inserted after the first paragraph: rTotal float belongs to the project and shall not be for the exclusive benefit of any party. 1 -08.7 Maintenance During Suspension rThe 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 -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 rfor 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 rThe 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)" r 11 Page r 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 130 $60 - Retaining Wall — == Section 5 -02, Bituminous Surface Treatment August 6, 2012 5 -02.2 Materials The following new paragraph is inserted after the second paragraph: Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3 -04. Section 5 -04, Hot Mix Asphalt January 7, 2013 5 -04.2 Materials 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 This section is supplemented with the following: The Contractor shall include the brand and type of anti - stripping additive in the mix design 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)B3 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 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 - -- - - - -- - -- - -- ------- - - - -- - - - -- - - -- 12 Page 1 1 11 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. 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. Section 7 -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 1 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 Section 7 -05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7 -05.3 Construction Requirements The third paragraph is supplemented with the following: 131 Page 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 - - - - 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 Aluminum The following new sentence is inserted after the first sentence in the second paragraph: 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 Control 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 inserte&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. 141Page - - - -- -- 1 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. 8- 01.3(2)E Soil Binders and Tacking Agents -- This section including.title is revised to read: - - - -- . >- - -- 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 Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than % 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 r8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer ". l ' Note 1 of the table in the first paragraph is revised to read: ' 'Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be 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. rSeeding and fertilizing shall be done prior to blanket installation. 1 ' 151Page 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: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall 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 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 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 plastic cover from blowing open in the wind. 8- 01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the 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 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. 161 Page E 1 0 I 1 1 1 LI F I' 1 1 1 1 8- 01.3(6)B 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: 8- 01.3(6)A Coir Log 8- 01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. 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 gravel 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. 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. 17JPage 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. 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 ground slope measurement or through the use of design data This section is supplemented with the following: 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. 18 Page 1 1 Section 8 -02, Roadside Restoration August 6, 2012 _ . In this section, "psiPE "- is ,revised to.,readr °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: 1. 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 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 Spillways 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)B 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. t8 -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 191Page 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 Splitter Island Nosing Curb ", per each. 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: 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 Curb 9 -18 3" is deleted from this section The referenced section for the following item is revised to read: 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 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. - -- - -- - - - - -- - - -- -- -- -- - -- - - 201Page 1 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 1 1 1 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. 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 is revised to read: 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. _- __ __ _ ____ _ _ _ _ ----------- _ _ __ __ _ _. _ 21 Page 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 upon 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. 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 to read: 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. , 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 r 221Page requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain 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. 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- ' place concrete and be constructed in accordance with Sections 6 -02.2 and 6 -02.3. Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P. Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM ' signal standards and other foundations shall be Class 3000. 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 rcage bracing. The Section 6- 02.3(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: 23 Page 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: _--' N� Materials for sign rnounUngahaUconfonnbz8action9-2811. 8-21.3(9)A Fabrication of Steel Structures — The first sentence in the first paragraph ia revised toread: Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06. ~~ This section is supplemented with the following: All fabricaUon, including repaira, 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 ormodification 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 N� element has been galvanized, the entire member or element shall be re-galvanized in accordance with /\AGHT{}M111. 8-21'3(9)B Vacant This section including UUa'ia revised toread: 8-21'3(9)B Erection of Steel Structures -- Erection shall conform to the applicable requirements of Sections 6-03 and 8-21.3(9)F. Section 8-21.3(9)F ` ' N� completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: ' 1 The Contractor shall submit design calculations and working drawings of the m� temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6-01.8. 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 submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. N� - ' 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 -feet 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 that 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 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 conforming to the size, dimensions and geometry 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. ' 25 Page 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 approach slabs. 8- 22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: 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 "Plastic Wide Line" are deleted from the fourth paragraph The sixth paragraph is revised to read: 26 Page 1 1 1 r n 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. 1 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. 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: 271 Page 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 1 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 Passing 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 WSDOT 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. 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. 9- 03.21(1)C Vacant This section including title is revised to read: 281 Page 1 u 1 1 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 cullet 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 ' 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. 1 Section 9 -04, Joint And, Crack Sealing Materials 1 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 ' Section 9 -05, Drainage Structures, Culverts, and Conduits January 7, 2013 1 9 -05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 1 29 Page 9 -05.0 Acceptance and Approval of Drainage Structures, and Culverts 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. 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer ". The second paragraph is revised to read: 301 Page F� 1 L 1 Joints for corrugated polyethylene culvert pipe shall be made with either a bell /bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. ' 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 -05.20 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 elastoreric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. 1 A Manufacturer's 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: - - -- - - - -- - -- - - -- .. ...... - - -- - - - - -- -- -. -..- - .. _ .- - -- - - - -.._ _ ... — -- - - - - -- - 311Page 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. . 2. For triple wall pipe sizes from 30 to 60 inches- ASTM F2764. 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 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 EPA 6020A Total Metals 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 321 Page 11 t ri 1 -.9-14.4(2)A Long. Term. Mulch---,.- - - - -._ In the first paragraph, the phrase "within 2 hours of application" is deleted. 9- 14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) 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 is revised to read: Compost production and quality shall comply with WAC 173 -350 and for biosolids composts, WAC 173 -308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -B, "Sample Sieving for Aggregate Size Classification" Fine compost shall meet the following gradation: Sieve Size Percent Pat sing Zinc — < 30 mg /kg 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" is deleted. 9- 14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) 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 is revised to read: Compost production and quality shall comply with WAC 173 -350 and for biosolids composts, WAC 173 -308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -B, "Sample Sieving for Aggregate Size Classification" Fine compost shall meet the following gradation: Sieve Size Percent Pat sing Minimum Maximum 1" 100 5 /8" 90 100 '/4" 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Pa sing Minimum Maximum 1" 100 5 /g" 85 100 '/4" 70 85 331 Page Note Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04 01A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Pa sin Minimum - Maximum 2" 100 1" 90 100 3/4" 70 100 '/4" 40 60 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 (1-01) ". 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 " 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council 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. 341 Page 7 1 1 ' 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 up until the colon is revised to read:. 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 for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173 -308 ( Biosolids Management). ' 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- t14.5(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 ' 351Page Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy C factor = 0.15 maximum for Erosion loam as defined by the cumulative R- Factor <231 Rainfall- Induced NRCS ** Erosion Soil Texture Triangle Mass Per Unit ASTM D 6475 7 6 oz. /sq. yd. minimum Area Soil Texture Triangle 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 Elongation MD x XD* ASTM D 6818 38% x 33% maximum *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 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* 361Page- - 1 1 1 *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 (TL;m;t) = 2.0 psf Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS ** Limiting Velocity Mim;t) = 7.5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. 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) 37 Page 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. 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 January 7, 2013 9- 16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: Except as rioted 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. 9- 16.1(2) Approval This section is deleted. 9- 16.2(2) Approval This section is deleted. 381Page 1 1 1 L 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,1.0,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. 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 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 requirements of ASTM A 1023. 9- 16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop- forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 lbs; 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 performance requirements of Federal Specification FF- T -276b Type Il. 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. 9- 16.4(6) Grout This section including title is deleted. 9- 16.4(7) Anchor This section including title and section number is revised to read: 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. 391 Page All posts shall 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- 16.6(5) Vacant 9- 16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: r 1 r Hollow -core anchor -bars shall have continuous threads /deformations and be fabricated from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the r 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 - ' 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 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 Section 9- 20.3(2). r 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. ' Steel reinforcing bars for soil anchor deadmen shall conform to Section 9 -07.2, and shall be epoxy - coated in accordance with Sections 6- 02.3(24)H and 9 -07.3. r 9- 16.6(3) Posts This section is revised to read. r Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2'/2 inch inside diameter galvanized r steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the manufacture of steel pes i p used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. r Posts provided for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each r individual post. All posts shall 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- 16.6(5) Vacant 9- 16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: r 1 ' 9- 16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements of ' AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back -up nut on the eye end and be provided with an eye nut where needed or standard hex .__- __. -_. -_ __,..____ __nut and lock washer %- inch - diameter for tension wire of _sufficient length to fasten to.,. the type of posts used. Turnbuckles shall be of the shackle end type, %? inch diameter, with . ' standard take -up of 6 inches and provided with 3/8 inch diameter pins. ' 9- 16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be '/8 inch by 1 inch nominal. Stretcher bars shall be 3%6 inch by 3/ inch ' nominal or 5/16 inch diameter round bar nominal. A 5/16 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape 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 requirements of ASTM F 626. ' 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 Curb 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 ". -- — - -- - - _... - - -- -- - -- - - - - - -- - - - -- - -- - - -- - -.._.. - - - - - - -- __ ---- - - - - -- 41 1 Page 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 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 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 Boxes 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. 421Page 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. 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 inhabiters 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. I 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 % 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. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following- Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C 1116, Type III 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 A1011 Grade SS Handle &Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS 431 Page Anchors (studs) Section 9 -06.15 Concrete ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop rawnn - Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts degrees F. 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 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 CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with approved shop drawing 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 44 1 p -a 9- e - - - -- -- 1 1 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 and failure data. ' 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: 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 the following information: 1. Product identification. 2. Date of testing. - - - -- - - - ---- - ----- - -- - - --- ._..._.. 45 Page 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 ANSUSCTE 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. 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 box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a- minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(1)C for concrete Standard Duty Junction Boxes. 461 Page Concrete for standard 'duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vault /box concrete lid by welding headed studs % 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/bcx 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 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 ASTM M 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: 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 F593 or 193, type 304 or 316, or Washers Stainless steel grade 302, 304, 316 per approved shop drawing Hinges and Locking Mechanism Hardware Per approved shop drawings and Bolts 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, 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 for Heavy -Duty Junction- Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: - -- - -------- - - - - -- - - - - - -- - .._.. 471 P a g -e 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 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. 481 Page 7 u 1 c. Display Off — 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 t. 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 ' 9 -29.20 Pedestrian Signals This section is revised to read: ' Pedestrian signals shall be Light Emitting Diodes (LED) type. The LED pedestrian signal module shall be operationally compatible with controllers and ' conflict monitors. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. 491 Page 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 display. 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 011 B, 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 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 housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595 - 14056). All hinges and latches and interior hardware shall be stainless steel. 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 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 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 required for Portland Orange Raised Hand and the Lunar White Walking Person. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. c. Temperature: Temperature range shall be -35° F to +165° F. 501 Page 1 i 1 1 d. LED pedestrian heads shall be supplied with Z crate visors. Z crate 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. 2.0 , "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 1 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. 511Page Section 9 -34, Permanent Marking Material April 2, 2012 9 -34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9- 34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. 52 Page - - -- - 1 INTRODUCTION TO THE SPECIAL PROVISIONS I(July 31, 2007 APWA GSP) The work oh-this project shall�be accomplished in- --a 666rd6nce with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation ( WSDOT) and the American Public Works 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 u of both General Special Provisions GSPs from various p p ( ) 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 • City of Yakima Standard Details IContractor shall obtain copies of these publications, at Contractor's own expense. I 53 Page 1 Division 1 General -Requirements ._ ... - - -- - - - - -- - - - DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of * ** River Road from 16th Avenue to 6th Avenue by reconstructing and widening the roadway. Work includes excavation, surfacing, planing bituminous pavement, paving with hot mix asphalt, constructing curb, gutter and sidewalk, installing a stormwater system, illumination, 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 8, 2013 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. 541Page Supplement this Section with the following: 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 designated 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 Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond ' form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond 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. 1 Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. ' 551 Page 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. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA 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 ") 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g , 22" x N/A 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. 561Page t Ll 1� 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 in ink by hand, preferably in black ink. The required certifications 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, 2011 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. A 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. 571 Page r 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: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; 581Page 1 -02.7 Bid Deposit (March 8, 2013.APWA GSP) Supplement,this section-with the following: - .- ._- ..__... Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; 2. Name of the project; N 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; 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. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1 -02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) 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: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; 581Page rb. 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;' 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 r i. Enterprise Certification, if applicable, as required in Section 1 -02.6; 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; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or r 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 8, 2013 APWA GSP, Option A) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. As evidence that the Bidder meets the mandatory bidder responsibility criteria, 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 responsibility 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 Contracting Agency also reserves the right to obtain information from third parties concerning a Bidder's compliance with the mandatory bidder responsibility criteria. If the Contracting'Agency determines the Bidder does not meet the mandatory bidder r responsibility criteria in RCW 39.04.350(1) 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 determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final ' determination affirms that the Bidder is not responsible, the Contracting Agency will not -- -- - - -- --- ----- --- - - -- r execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's 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 city or county 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 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 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. --- - - - - -- ------- - - - - -- 60 Page 1 1 1 1 -03 AWARD AND EXECUTION OF PROJECT 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: 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 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. i1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for siqnature 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 Agencv. 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) Revise the first paragraph to read: 1 611Page 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: I 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, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. - - - - -- - --- - - - - -- ..- - 62 1 P a g e - - - -- - - - - -- 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 r published by the Office of the Insurance 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 5. out the work; 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 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: I 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, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. - - - - -- - --- - - - - -- ..- - 62 1 P a g e - - - -- - - - - -- 1 1 -05 CONTROL OF WORK 1 -05.4 Conformity With And Deviations From Plans And Stakes This section is supplemented with the following: _, 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 Surveyor shall replace such monuments in accordance With State Law including recording a Land Corner Record for each monument affected. All associated costs for the survey 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 1 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 t remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. 1 631 Page 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. 1 631 Page 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 ---- ------ 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 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 set the Substantial Completion Date. If, after this inspection the Engineer r 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. r 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. r 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 r 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 , 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 r 641 Page 1 ' 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 imply acceptance of the work or that all the obligations of the - Contractor under -the contract- have been fulfilled: 1 1 1 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. ___ __ ___-------------------- 651 Page 1- 05.11(3) Operational Testing i It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal ' systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating ' conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of-workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date 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 tested, unless specifically set forth otherwise in the proposal. 1 1 1 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. ___ __ ___-------------------- 651 Page Add the following new section: 1- 05.12(1) One -Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1 -05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2000 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.14, it will take these performance reports into account. 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: 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 Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as a -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 661 Page Add the following new section: ' 1 -05.16 Water and Power (October 1, 2005 APWA 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 Acceptance of Materials 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 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 671 Page The Washington State. Department of Labor and Industries shalt 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). rThe 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 ' 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 671 Page 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules 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 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 -170, and its related rules, apply to the constructing and repairing of new or 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; 681 Page 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. 1 -07.2 State Taxes t 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) The Washington State Department of Revenue has issued special rules 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 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 -170, and its related rules, apply to the constructing and repairing of new or 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; 681 Page ' 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 the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. tException: 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 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: 69 Page 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 1 shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; and 4. Produced at an off -site location outside the State of Washington. 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 with the reporting requirements for use of "Off -Site, Prefabricated, Non - , Standard, Project Specific" items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off -site, prefabricated, 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. 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 r 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: ' 701 Page ' 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. City f Yakima Water Division y 2 301 Fruitvale Blvd. Yakima, WA 98902 - - 509 576 6196 ' City of Yakima Wastewater Div. 2220 E. Viola Yakima, WA 98901 509 - 575 -6077 Centurylink 8 W. 2nd Ave. Room 304 Yakima, WA 98902 509 - 575 -7183 shall state that coverage is claims made, and state, the retroactive date. Claims -made form Pacific Power - ---- -- - -- -- Charter Communications P.O. Box 1729 - - 1005 Yakima, WA- 98907..._.- 509 = 575 - 3146 Final Completion or earlier termination of this Contract, and the Contractor shall annually N. 16th Ave. Yakima, WA 98902 509 - 575 -1697 ' Cascade Natural Gas Corp. 401 N 1St St. Yakima, WA 98901 509 - 457 -5905 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. ' 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 (January 24, 2011 APWA GSP) ' 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. 1 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 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. ' 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. 711Page 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. 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): ■ 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)6. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance , I 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 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. t - .._._....- ----------- -- - - - - - -- - - -....... - ....... - 721Page ' 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 - - -- t 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 Contractual Liability 1 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 muE ' $1,000,000 $2,000,000 ' $1,000,000 $1,000,000 t provide the following minimum limits: Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident ' $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee ' 1- 07.18(5)B Automobile Liability 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 731 Page 1 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 1 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. 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 notify all property owners and tenants of detours, street and alley closures, 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 insufficient 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 equipment 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 - -- - - - - - -- - - -- ---- - - - - -- -- - - - - - -- -- - -- - - - -- - - -- - ----------- - -- 741Page L, 1 ' 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 1 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. 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 notify all property owners and tenants of detours, street and alley closures, 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 insufficient 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 equipment 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 - -- - - - - - -- - - -- ---- - - - - -- -- - - - - - -- -- - -- - - - -- - - -- - ----------- - -- 741Page L, 1 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 0ctober 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. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way ' 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. 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 the Contractor that 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 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. 75 Page 1 -08 Prosecution and Progress 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; 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 3 A list of material sources for approval if applicable. 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 - - -- - - - -- - - - - - -- ._ _. -- -- - - - -- 761Page 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. v Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. O Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24 -hour period. ' 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 shall conform to the working modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, 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 -08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 771Page s 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) 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 * ** 80 * ** working days. Revise the third and fourth paragraphs to read: 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 will provide the Contractor a statement that shows the number 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 workina day whether or not the Contractor works on that day. 781Page Revise 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 R .11 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 -08.11 Sequence of Work (NEW SECTION) This section is added: Uninterrupted access shall be maintained at all times to at least one Washington Fruit ' approach and one Stanton School approach throughout the duration of this project. Washington Fruit has driveway approaches in the vicinity of Stations 24 +50 and 32 +50, and Stanton School has driveway approaches in the vicinity of Stations 27 +00 and 31 +00. ' A method of accomplishing this would be to construct the project in two phases, with the ending station /beginning station of each phase being located between stations 27 +50 and 30 +50. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account ' (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 per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting ' Agency does not warrant expressly or by implication, that the 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. 791 Page Measurement Lump Sum Bid for Project (No Unit Items) Section 1-10.4/1\iG supplemented with the following: (August 2.2004) -- The proposal contains the item ^Pr jaotTempnraryTrofficContro|."|umpoum. The provisions of Section 1-10.4(l) shall apply. --- -------- `����������� ���������� �� ��`�--- 80 1-09.9 Payments 13 2012APWA GSp Supplement this section with the following: Lump aunn item breakdowns are not required when the bid price for the lump uunn item' `a less than $20.000. 1-10 TEMPORARY TRAFFIC CONTORL---.- Traffic Cx»mtmoY Management - General Section 1-1O.2(1)ia supplemented with the following: (December ` ' N� Only training with VVGDC)TTCG cord and VV8C){]Ttraining 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, VVAS884O (360) 297-3035 Evergreen Safety Council N� 0� 401 Pontius Ave. N. Seattle, VVA9D1OQ 1-800-521-0778 or @� (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkvvay, Suite 100 m� Frederiokeburg. Virginia 22405-1022 Training Dept. Toll Free (O77) 042-4037 Phone:/540\308-1701 Measurement Lump Sum Bid for Project (No Unit Items) Section 1-10.4/1\iG supplemented with the following: (August 2.2004) -- The proposal contains the item ^Pr jaotTempnraryTrofficContro|."|umpoum. The provisions of Section 1-10.4(l) shall apply. --- -------- `����������� ���������� �� ��`�--- 80 DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP --.2-91-3- Construct ,ion - Requirements____ ' This section is supplemented with the following: (March 13, 1995) Clearing and grubbing on this project shall be performed within the following limits: The North side of the roadway from the existing edge of pavement to the northern right of way line between Stations 12 +00 and 36 +00. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ' 2 -02.1 Description Section 2 -02.1 is supplemented with the following: ' This work consists of removing approximately 250 square feet of 4 inch concrete and 50 linear feet of concrete traffic curb and gutter. ' 2 -02.3 Construction Requirements Section 2 -02.3 is supplemented with the following: 2- 02.3(3) Removal of Pavements, Sidewalks, Curbs and Gutters This section is supplemented with the following: 1 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 " - - - - - -- - - - - - - 81 JPage 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. 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 property of the 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: 1 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 " - - - - - -- - - - - - - 81 JPage 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 four inches. 2 -02.5 Payment This section- =is-supplemented by adding the following pay item: "Saw Cut ", per linear foot 2 -07 WATERING 2 -07.3 Construction Requirements This section is supplemented with the following: The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the Contractor shall make certain that he hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, form the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contactor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2 -07.4 Measurement This section is supplemented with the following: There will be no measurement for water. 821 Page t2 -07.5 Payment This section is supplemented with the following: All costs to provide and apply water shall be incidental to construction. All costs shall be included in other contract pay items. DIVISION 4 BASES 4 -06 ASPHALT TREATED BASE ' 4 -06.2 Materials This section is supplemented with the following: ' (October 25, 1999) The grade of paving asphalt used in asphalt treated base shall be PG 64 -28 unless otherwise ordered by the Engineer. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ' 5 -04 HOT MIX ASPHALT ' 5- 04.3(7)A Mix Design (March 10, 2010 APWA GSP) ' Delete this section and replace it with the following; 1. 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: 831 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 on a sample of HMA provided by the 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. 3. Field Verification Testing 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)A1, General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following: 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 841 Page I 7 IJ i v L s 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 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)A4, Definition of Sampling Lot and Sublot (March 10, 2010 APWA GSP) ' Delete this section and replace it with the following: For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each 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)A5, Test Results (March 10, 2010 APWA GSP) ' Delete this section and replace it with the following: ' The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section ' including the percent air voids (Va) may be challenged. To challenge test results, the Contractor shall submit a written challenge within 7- calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either ' the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge ' sample will be tested. for a complete gradation analysis and for asphalt binder content. The 851Page - results of the challenge sample will be compared to the original results of the acceptance ' sample test and evaluated according to the following criteria: Deviation U.S. 4 sieve and - larger- Percent passing ±4.0 -. _ - U.S. No. 8 sieve Percent passing ±2.0 U.S. No. 200 sieve Percent passing ±0.4 Asphalt binder Percent binder content ±0.3 Va Percent Va ±0.7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample. If the results of the challenge sample testing are outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. 5- 04.3(8)A7 Test Section — HMA Mixtures (March 10, 2010 APWA GSP) Delete this section. ' 5- 04.3(13) Surface Smoothness This section is supplemented with the following: The second sentence is revised to read: The completed surface of the wearing course shall not vary more that'/ inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. Add the following: When utility appurtenances such as manhole rings and covers and valve boxes are encountered of 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 on the plans. Utility casting 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 t concrete or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2 inches below the finished pavement surface. 1 - - --- --------- 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. 5- 04.3(15) HMA Road Approaches Add the following verbiage to the first sentence of this section: "or reconstructed" after the word "constructed ". 5- 14.3(17) Paving Under Traffic Revise the last paragraph of this section as follows: Change the phrase "except cost of temporary pavement markings," to "including the cost of temporary pavement markings," 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2010 APWA GSP) Delete the first paragraph and table and replaced them with the following- Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1 -06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing- 1 V, 1 ", % ", '/2 ", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Delete items 1 -3 in Paragraph two and replaced with the following: A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix 1 formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 87 Page 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When " - one or more constituents fall outside the commercial acceptance tolerance limits Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5- 04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2010 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7 -05 MANHOLES, INLETS, "CATCH BASINS AND DRYWELLS 7 -05.1 Description Section 7 -05.1 is supplemented with the following: This work shall also consist of installing a stormwater pre- treatment manhole and an infiltration trench. 7 -05.2 Materials Section 7 -05.2 is supplemented with the following, 881 Page 0 1 I I I IPre - treatment manhole shall be Contech PMSU 2025, or approved equal. 7 -05.3 Construction Requirements This- section -is supplemented with -the following:- - - - - -- rManholes, catch basin frame and grates, inlet frames and grates, water valve boxes and other utility castings shall be adjusted in accordance with Section 5- 04.3(13) Surface Smoothness. Existing cast iron rings and lids on sanitary sewer and storm drain manholes shall be removed and disposed of, and shall be replaced in accordance with Section 9- 05.15(1) of ' these Special Provisions. 7 -05.4 Measurement Section 7 -05.4 is supplemented with the following: Pre - treatment manhole will be measured per each. ' Infiltration trench will be measured by the linear foot. 7 -05.5 Payment Section 7 -05.5 is supplemented with the following: "Pre- Treatment Manhole ", per each ' All costs associated with furnishing and installing pre- treatment manhole, including riser rings and gravel bedding beneath and on the sides of the pre- treatment manhole shall be included in the unit contract price per each for "Pre- Treatment Manhole" "Infiltration Trench ", per linear foot. The unit contract price per linear foot for "Infiltration Trench ", shall be full compensation for all labor, tools, equipment and materials necessary to complete this item in place as shown on the Plans, including structure excavation class B including haul, importing and placing drain rock, furnishing and installing perforated corrugated polyethylene underdrain pipe 12 inch diameter, geotextile fabric for underground drainage, and 6 mil plastic, laying and jointing of pipe, fittings, connection to new catch basins, backfilling with native material, and cleanup. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.2 Materials This section is supplemented with the following: Crushed Surfacing Top Course (fro Trench Backfill) 7- 08.3(3) Backfilling This section is supplemented with the following: 891Page All street crossing trenches and all other areas as directed by the Engineer, shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course (for Trench Backfill). 7 -09.5 Payment = 8.4 ___Measurement This section is supplemented with the following: This section is supplemented with the following: Add the following item: Crushed surfacing top course (for trench backfill) will be measured by the ton. 7 -08.5 Payment r The section is supplemented by adding the'following pay item: "Crushed Surfacing Top Course (for Trench Backfill)", per ton 7 -09 WATER MAINS 7 -09.1 Description This section is supplemented with the following: This work shall include adjusting valve boxes to the finished grade of the asphalt concrete pavement or sidewalk. 7 -09.3 Construction Requirements This section is supplemented with the following: Where existing valve boxes are located in the existing or proposed asphalt roadway, they t shall be adjusted as detailed in Section 5- 04.3(13) of these Special Provisions. Where existing valve boxes are located in the proposed sidewalk, they shall be adjusted to finish grade prior to placing the concrete. 7 -09.4 Measurement This section is supplemented with the following: Add the following item: Adjust valve box will be measured per each; for each valve box adjusted. 7 -09.5 Payment This section is supplemented with the following: Add the following item: "Adjust Valve Box ", per each The unit contract price per each for "Adjust Valve Box" shall be full pay for all labor, r equipment and materials required to adjust the valve box. M 1 901Page -- - - - - -- DIVISION 8 Q MISCELLANEOUS CONSTRUCTION ■ _, .- _ . _ _. 8 -01_ _ _- EROSION CONTROL AND WATER POLLUTION CONTROL_._..__ - 8 -01.3 Construction Requirements General The tenth paragraph of Section 8- 01.3(1) is revised to read: AWhen a TESC Plan is included in the contract plans, the ESC Lead shall also inspect all disturbed areas, on -site BMP's, and stormwater discharge points at least once every calendar week and within 24 -hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month when approved by the Engineer. The ESC Lead shall complete an Erosion and Sediment Control Inspection Form (Form Number 220 -030 EF) for each inspection and a copy shall (January 25, 2010) Erodible Soil Eastern Washington 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: July 1 through September 30 30 days October 1 through June 30 15 days Erosion and Sediment Control (ESC) Lead The second and third paragraphs in Section 8- 01.3(1)B are revised to read: (January 7, 2013) The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not limited to: 1. Maintain an on -site TESC plan that reflects current site conditions and work methods. Provide weekly updates to the Project Engineer. 2. Identify arising needs for adaptive management and /or BMPs which were not originally identified in the TESC plan. Coordinate all proposed TESC activities with the Project Engineer. 3. Attend all weekly construction meetings and provide an update on current and planned TESC activities. 4. Ensure that all necessary Best Management Practices (BMP) are ' identified, implemented and maintained throughout construction. 5. Oversee the installation and maintenance of all TESC control BMP's to ensure continued performance of their intended function. Damaged or ' inadequate BMP's shall be corrected immediately through coordination with the Engineer. AWhen a TESC Plan is included in the contract plans, the ESC Lead shall also inspect all disturbed areas, on -site BMP's, and stormwater discharge points at least once every calendar week and within 24 -hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month when approved by the Engineer. The ESC Lead shall complete an Erosion and Sediment Control Inspection Form (Form Number 220 -030 EF) for each inspection and a copy shall be submitted to the Engineer no later than the end of the next working day following the inspection. - 8 -03 - IRRIGATION SYSTEMS 8 -03.1 Description This section is supplemented with the following. This work consists of installing a lid on an existing concrete irrigation box. 8 -03.2 Materials This section is supplemented with the following: The lid to be installed on the existing concrete irrigation box shall be a lockable steel lid, 3.75 feet long by 3.25 feet wide capable of withstanding H2O loading. 8 -03.3 Construction Requirements This section is supplemented with the following: A frame shall be constructed and attached to the existing irrigation box so that the elevation of the new lid will match the elevation of the new back of sidewalk. 8 -03.4 Measurement This section is supplemented with the following: No unit of measurement will apply to the lump sum price for "Irrigation Box Cover" 8 -03.5 Payment This section is supplemented with the following: "Irrigation Box Cover ", per lump sum The unit contract price per lump sum for "Irrigation Box Cover" shall be full for all work labor and material required to furnish and install the irrigation box cover, including the frame. 8 -06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8 -06.1 Description This section is supplemented with the following: This work shall include the installation of cement concrete residential driveway and commercial driveway approaches. 8 -06.3 Construction Requirements This section is supplemented with the following: Commercial Driveway Approach: Commercial driveway approach shall be constructed as shown on the City of Yakima Standard Detail for Commercial Approach. The sidewalks and the ramps shown on each side of the approach shall be paid for under Section 8 -14 of the Standard Specifications. 921Page Cement Concrete Residential Approach: Cement concrete residential driveway approach shall be constructed as shown on the City of Yakima Standard Detail for Residential Approach. ' 8 -06.4 Measurement Add the following items: ' Commercial driveway approach will be measured per each installed at the locations shown on the plans. Cement concrete residential driveway approach will be measured by the square yard at the locations shown in the plans. 8 =06.5 Payment Add the following items: "Commercial Driveway Approach ", per each. t"Cement Concrete Residential Driveway Approach ", per square yard. The unit contract price per each for "Commercial Driveway Approach" and- per square yard for "Cement Concrete Residential Driveway Approach" shall be full payment for all work, materials and all other items necessary for the complete installation of the approaches where shown on the plans and in accordance with the City of Yakima standard detail 8 -14 CEMENT CONCRETE SIDEWALK ' 8 -14.3 Construction Requirements 8- 14.3(3) Placing and Finishing Concrete This section is supplemented with the following: All sidewalk not located within driveway approach areas shall be four -inch thick cement concrete over a two inch base of crushed surfacing top course. All sidewalk located within a driveway approach area shall be six inch thick cement concrete over a two inch base of crushed surfacing top course. See City of Yakima Standard Detail R -5. 8 -14.5 Payment ' This section is supplemented with the following: All costs required to furnish, place and compact the Crushed Surfacing Top Course beneath the cement concrete sidewalk shall be incidental to, and included in the per square yard unit contract prices for "Cement Concrete Sidewalk" and "Cement Concrete Residential Driveway Approach" and the per each unit contract price for "Commercial Driveway Approach." 93 Page 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL r (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. 8- 20.3(5) Conduit r Supplement this section with the following: All 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 galvanized steel. A 1/8 -inch braided nylon rope with a 450 -pound breaking strength shall be installed in each conduit run 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 boxes as detailed in the plans. 8- 20.3(8) Wiring r 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: New electrical service drop(s) to be field located by the Contractor. 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 r 941Page - - -- ---- - - -___ -- 1 8 -22 PAVEMENT MARKING 8 -22.4 Measurement This section is supplemented -with the following: No unit of measurement will apply to the lump sum price for "Pavement Marking ". ' 8 -22.5 Payment This section is supplemented with the following. "Pavement Marking ", per lump sum. The unit contract price per lump sum for "Pavement Marking" shall include all labor, material and equipment required to install approximately 7,200 linear feet of paint line, 24 linear feet of plastic stop line, 80 square feet of plastic Crosswalk line and 20 each of plastic traffic arrow. ' 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 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 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. 8-29.10 Luminaires ' Supplement this section with the following: 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 ' 95 Page 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 arid 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. 16`h 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. 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. DIVISION 9 MATERIALS 9 -03 AGGREGATES 9- 03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) Section 9- 03.8(2) is supplemented with the following: . ESAL's 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: 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: Nonstatistical I Commercial 961Page H 1 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. 9 -05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS 9- 05.15(1) Manhole Ring and Cover This section is revised to read as follows: ' All manhole rings and lids to be adjusted on this project shall be replaced with locking manhole rings and lids that will be supplied by the City at no cost to the Contractor. The locking manhole rings and lids shall be picked up from the Wastewater Collections Shop ' located at 204 W. Pine Street at the Contractor's expense The locking lids are marked as "Sewer" for the sanitary sewer system and "Storm" for the storm water system. The Contractor will be responsible for placing the correct lid on each system manhole upon completion of adjustment. Prior arrangements shall be made by the Contractor to assure that the facility will be open for pickup of the rings and lids. The lids shall be placed such that the lid will open against traffic. 971Page Evaluation Evaluation Aggregate, percent passing 1 ", 3/4 ", '/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. 9 -05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS 9- 05.15(1) Manhole Ring and Cover This section is revised to read as follows: ' All manhole rings and lids to be adjusted on this project shall be replaced with locking manhole rings and lids that will be supplied by the City at no cost to the Contractor. The locking manhole rings and lids shall be picked up from the Wastewater Collections Shop ' located at 204 W. Pine Street at the Contractor's expense The locking lids are marked as "Sewer" for the sanitary sewer system and "Storm" for the storm water system. The Contractor will be responsible for placing the correct lid on each system manhole upon completion of adjustment. Prior arrangements shall be made by the Contractor to assure that the facility will be open for pickup of the rings and lids. The lids shall be placed such that the lid will open against traffic. 971Page 981 Page t (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-71-2013- is made-a part -of -this contract. The Standard Plans are revised as follows B -10.20 and 810.40 Substitute "step" in lieu of "handhold" on plan B -90.40 Offset & Bend details, add the subtitle, "Plan View" above titles ' CC =5 Deleted ' C -13 Deleted ' C-1 3a Deleted C-1 3b , Deleted C-1 3c 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 t Deleted C -28.40 Deleted C- 70.10 -00 981 Page t ' Elevation, and Barrier Connection Detail, 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 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 " "= 1 g C 75.10 00 Elevation, callout for premolded joint filler, revise %<" 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- 75.20 -00 Elevation, callout for premolded joint filler, revise %4" to 3/8 ", Note 1, revise %" 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- 75.30 -00 Elevation, and Plan views, 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 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 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." D -3 Deleted 99 Page D -3.10 Key Note 7, reference to 1130 04(5) 06 is revised to 730 05(5) G -24.50 _._.._ .. _.. _. ,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" G -50.10 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 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 " 1 -60.10 Deleted 1 -60.20 Deleted J -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 J -10 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 1001 Page 1w] Key Note 1, reference to J-1 6a is revised to J -40 36 J -20.10 Detail A, add callout, 3/" Thick Grout (Four sides) _ J- 20:11 _.:._.__.._.._. Section B, add callout, 3/ <" Thick. Grout (Four sides) J -40.30 ' Section A, dimension, "18" Min from top of soil surface" is revised to read, 24" Min from top of soil surface Callout, "Gravel Pad" is revised to read; Crushed Surfacing - Per Standard Spec Section 9- 03 9(3) ' J- 50.16 Deleted �I L� 1 1 1 1 J -75.40 Monotube Sign Structure, elevation, callout - EQUIPMENT GROUNDING CONDUCTOR - SIZE PER NEC. MINIMUM SIZE # 8 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 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" 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 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. - -- -- -- -- -- - - -- - ---------- - - - - - - -- - - - - -- - - - -- - -- - - 1011Page A- 1010 -00.. ..8/7/07 A- 30.35- 00....10/12/07 B -5 40 -01 . A- 10.20 - 00....10/5/07 B -5 60- 01.... A -40 00-00. . 8/11/09 A- 10.30 -00... .10/5/07 B- 10.40 -00 A- 4010 -02.. ...6/2/11 A- 20.10 -00 .. 8/31/07 A- 40.15 - 00......8_/11 /09 A- 30.10 -00.. 11 /8/07 A- 40.20 -01. B-20.20-02.. ..3/16/12 A- 30.15 -00 .11/8/07 B-20.40-03 .....3/16/12 A- 40.50 -01 6/2/11 A -30 30 -01 ... 6/16/11 A- 50.10 -00 11/17/08 B- 5.20 -01 . 6/16/11 B -5 40 -01 . ..6/16/11 B -5 60- 01.... 6/16/11 B -10 20 -01... .2/7/12 B- 10.40 -00 ...6/1/06 B- 10.60- 00..... 6/8/06 B-1520-01 .2/7/12 B-1540-01 ..2/7/12 B- 15.60 -01 ...2/7/12 B-20.20-02.. ..3/16/12 .6/21 /06 B-20.40-03 .....3/16/12 .6/21/06 B- 20.60 -03 .3/15/12 B- 25.20 -01... . 3/15/12 B-25.60-00 . ..... 6/1106 B- 30.10 -01.. 4/26/12 B -30 20 -02 .4/26/12 B- 30.30 -01 ....4/26/12 B- 30.40- 01.... 4/26/12 C -1.. .. ....6/16/11 C -1 a .. 10/14/09 C -1 b .. .6/16/11 C -1 c.. ..5/30/97 C -1 d .10/31/03 C -2 .. ..1/6/00 C -2a . . ........6/21 /06 C- 2b....... 6/21/06 C- 2c ................6/21 /06 C -2d . . . ... .6/21 /06 C -2e .6/21/06 C- 2f ............ ... 3/14/97 C -2g ............ ... 7/27/01 C -2h. 3/28/97 C -2i.. 3/28/97 C -2j . . ........ 6/12/98 C- 2k..... ....... 7/27/01 C -2 n ......... .. 7/27/01 C -2o 7/13/01 C- 2p ... ...... ..10/31/03 C -3 6/27/11 C -3a ... ....... 10/4/05 C -3b ... .6/27/11 C -3c.. ..... ...6/27/11 C-4b ... ..... . .6/8/06 C- 4e .......... .....2/20/03 C -4f. . . ..........7/2/12 B- 30.50- 01.... . 4/26/12 B- 30.70- 03..... 4/26/12 B-30.80-00 .. ...... 6/8/06 B- 30.90 -01 ..... 9/20/07 B- 3520- 00..... 6/8/06 B- 35.40 -00 . ... - .6/8/06 B- 40.20 -00 ..... 6/1/06 B- 40.40 -01 .....6/16/10 6/16/11 B- 45.20 -00 .......6/1 /06 B -45 40 -00.. . 6/1/06 B- 50.20 -00... ..6/1/06 B- 55.20- 00..... .6/1/06 B- 60.20 -00.. ....6/8/06 .2/21/07 B -60 40 -00.. ..6/1/06 B- 65.20 -01 . .....4/26/12 ....6/3/10 B- 65.40- 00...... 6/1/06 B- 70.20 -00 .6/1/06 B -70 60 -00 .. 6/1106 C -6 . .... . . 5/30/97 C- 6a...... ..10/14/09 C -6c ....... .... 1/6/00 C -6d. . 5/30/97 C -6f ..... . .......7/25/97 A-60.20-02 ..... C -7.. 6/16/11 C -7a ....... ..6/16/11 C -8 .... .. .2/10/09 C -8a .. ....... 7/25/97 C -8b ....6/27/11 C -8e .. .2/21/07 C- 8f.... 6/30/04 C- 10...... ....6/3/10 C- 16a..... ...6/3/10 C -16b.. ....... 6/3/10 C-20.10-00. .. 7/2/12 C- 20.14 -02 ..... 7/2/12 C -20 15 -01... ...... 7/2/12 C -20 18- 01..... . 7/2/12 C- 20.19 -01... ....7/2/12 C- 20.40 -03 ... ..7/2/12 C-20.42-03 ..... ..... 7/2/12 C -20 45.01...... .7/2/12 C -22 14- 02.....6/16/11 C-22.16-03. ..4/18/12 C- 22.40- 02..... .6/16/10 C- 22.45.00 ........6/16/11 A- 50.20 -01 9/22/09 A- 50.30 -00 11/17/08 A- 50.40 -00 . 11/17/08 A- 60.10 - 01 ...... ... 10/ 14/09 A-60.20-02 ..... .... . 6/2/11 A- 60.30 -00.. ...11/8/07 A- 60.40 -00 .......8/31 /07 B- 75.20 -01.. . .6/10/08 B -75 50- 01..... .6/10/08 B -75 60 -00 .... ..6/8/06 B- 80.20 - 00........6/8/06 C-25.18-03 B- 80.40 -00 ... .6/1/06 B- 82.20 - 00.....6/1 /06 B -85 10- 01.... .6/10/08 B- 85.20 -00. ......6/1 /06 B- 85.30- 00 .......... 6/1 /06 B -85 40- 00.......6/8/06 4/8/12 B -85 50 -01 .. 6/10/08 B- 90.10- 00...... .6/8/06 B- 90.20- 00.... . 6/8/06 B -90 30 -00. .. 6/8/06 B- 90.40 -00 .......6/8/06 4/8/12 B -90 50- 00....... .6/8/06 B -95 20 -01. .2/3/09 B- 95.40 -00 6/8/06 C- 23.60 -02 ..6/21/12 C.24.10 -00 .7/12/12 C-25.18-03 ..... 7/2/12 C- 25.20 -05 .. 7/2/12 C-25.22-04 . ...... 7/2/12 C-25.26-02.....7/2/12 C- 25.80 -02. ....7/2/12 C- 40.14 -02. .712/12 C- 40.16 -02 .7/2/12 C- 40.18 -02 .... 7/2/12 C- 70.10 -00 ..... 4/8/12 C -75 10 -00. 4/8/12 C- 75.20- 00.... 4/8/12 C-75.30-00 . ...... 4/8/12 C- 80.10 -00.. ...4/8/12 C- 80.20 -00. . .4/8/12 C- 80.30 -00 .... . 4/8/12 C- 80.40 -00 ........ 4/8/12 C-80.50-00. . 4/8/12 C- 85.10 -00 ... 4/8/12 C -85 11 -00. . 4/8/12 C- 85.14- 00 ........ 6/16/11 C-85.15-00. ...6/16/11 C- 85.16 -00 .......6/16/11 C- 85- 18- 00.......6/16/11 C- 85.20 -00 ......6/16/11 C -90 10- 00.... 7/3/08 I-1 102 1 P a g e - -- - - .... - - -- _. -. - - -- 1 I 1 Ll ' D- 2.04 -00 . ..11/10/05 F -10 16 -00 D-2.06-01 . ...... 1/6/09 'D-2.08-00. . D-2.14-00. .11/10/05 ..11/10/05 F -10 42- 00 ......... D -2 16 -00 .......11 /10/05 - - - - D- 2- .18- 00 .... ;.--.11/10/05,--;- J- 15.10 -00... 5/8/12 D-2.20-00. .11/10/05 J-1 6b .. .. . .... ... 2/10/09 D- 2.32- 00.... .11/10/05 D- 2.82 - 00:::...11/10/05 D-2.34-01 .. ..... 1/6/09 J- 2610 -02 D -2 36- 02. ...... D- 2.42 - 00. ...... 1 /6/09 11 /10/05 D- 10.25- 00 ......... D- 2.44 -00... 11/10/05 ...11/10/05 D- 2.60 - 00.......11 110/05 D -2 88- 00 ........ D -2 62 -00 .11/10/05 ' D- 2.46- 00 ........ 11 /10/05 1 1 1 E -1 ...........2/21 /07 E-2. . . . ......5/29/98 F -10 12 -02 .6/16/11 F -10 16 -00 ......12/20/06 F- 10.18 -00. ....6/27/11 F- 10.40 -02. .. . 6/21/12 F -10 42- 00 ......... 1 /23/07 G- 10.10 -00 .......9/20/07 G-2010-00. .. 9/20/07 G-22.1 0-01 . ........ 7/3/08 G- 24.10 -00 . 11/8/07 G-24.20-01 ...... 2/7/ 12 G -24 30- 01.....2/7/12 1- 30.20 -00 ........9/20/07 G- 24.40 -02 . .2/7/12 G -24 50 -01.. 2/7/12 H- 10.10 -00 .. . .7/3/08 H-10.15-00. .....7/3/08 H- 30.10 -00. ..10/12/07 1- 10.10 -01 .8/11/09 1 -30 10 -01. .8/11/09 1 -30 15 -01. ..2/7/12 1- 30.20 -00 ........9/20/07 ... 11 /5/03 1- 30.30- 00.........9/20 /07 J -3 .... .. . .8/1/97 J -3b.. .... ....3/4/05 J -3c ...... ...6/24/02 J -3d ... .. ... 11 /5/03 J -10 ...... .......7/18/97 J- 10.10 -01 5/11/11 J -10 15 -00... 7/2/12 J- 15.10 -00... 5/8/12 J- 15.15 -00 6/16/10 J-1 6b .. .. . .... ... 2/10/09 J-1 6c.. . .. ..2/10/09 1031 Page D- 2.48 -00 .. .11/10/05 D -3 17 -01 5/17/12 D -2 64- 01 .... .. 1/6/09 D-4 ......... . . .12/11/98 D-2.66-00. .11/10/05 D -6 . ... . ....6/19/98 D-2.68-00. .11/10/05 D -10 10 -01 .... 12/2/08 D -2 80- 00 ........ 11 /10/05 D- 10.15 -01.. ..12/2/08 D- 2.82 - 00:::...11/10/05 -- - -- . -- D- 10.20 -00 J- 2610 -02 D-2.84-00. ....11/10/05 J- 40.36 -00 D- 10.25- 00 ......... 7/8/08 - D- 2.86 -00.. ...11/10/05 D- 10.30 -00 .....7/8/08 D -2 88- 00 ........ 11 /10/05 D- 10.35- 00 ......... 7/8/08 D -2 92-00......11/10/05 J- 5010 -00 D- 10.40- 01......12/2/08 J- 28.10 -01 D -3 09- 00........5/17/12 J- 5011 -00 D- 10.45 - 01.....12/2/08 J -28 22 -00 D- 3.10 -00 6/16/10 D- 15.10 -01 ....12/2/08 J- 28.24 -00 D- 3.11 -01 . 3/15/12 D- 15.20- 02......6/2/11 J- 28.26 -01 D- 3.15 -01 ..5/17/12 D- 15.30- 01.....12/02/08 J- 28.30 -02.. D -3 16 -01 5/17/12 .6/3/11 E -4 . ...............8 /27/03 E -4a ... . ........8/27/03 F- 10.62 -01.. .. 9/05/07 F- 10.64 - 02.......7/3/08 6/ 16/ 11 F- 30.10 -01 .... 6/3/10 F- 40.12 -01 .... 6/3/10 F -40 14 -01 .......6/3/10 G-24.60-01 ..... 6/ 16/ 11 G-25.10-03. . 3/15/12 G- 30.10 -01 ....6/16/11 6/21/12 G-50.10-00. .11/8/07 G -60 10- 01.......6/27/11 6/2/11 G- 60.20- 01.......6/27/11 10/14/09 G- 60.30- 01.... 6/27/11 G-70.10-01 ...6/27/11 J- 22.15 -00. H- 32.10- 00.... 9/20/07 H- 60.10- 01...... 7/3/08 H- 60.20- 01..... .7/3/08 F- 40.15 -01.. ..6/3/10 F- 40.16 - 01........6/3/ 10 F- 45.10 -01... 6/21/12 F-80.10-02......3/15/12 6/27/11 G- 70.20 -01... 6/27/11 G -70 30 -01 ...6/27/11 G -90 10 -01 5/11/11 G- 90.20 -01 6/27/11 G -90 30 -01... 6/2/11 G -90 40 -01 10/14/09 G- 95.10- 01.....6/2/11 G- 95.20 - 02....6/2/11 J- 22.15 -00. G- 95.30 -02 .....6/2/11 H- 70.10 -01 . ..2/7/12 H- 70.20 -01 ....2/16/12 H- 70.30- 02......2/7/12 1- 30.40 -00... . 10/12/07 1- 50.20- 00 .......... 8/31 /07 1-40.10-00.. ..9/20/07 1- 80.10- 01 .......... 8/11 /09 1- 40.20 -00 9/20/07 1-5010-00 ... .9/20/07 J- 22.15 -00. . 10/14/09 J -40 30 -02 5/11/11 J- 22.16 -01 .....6/3/10 J- 40.35 -00 3/15/12 J- 2610 -02 3/15/12 J- 40.36 -00 6/3/10 J- 26.15 -01 5/17/12 J- 40.37 -00 .6/3/10 J- 27.10 -00... 3/15/12 J- 40.38- 00.......6/16/11 J- 27.15 -00. 3/15/12 J- 5010 -00 .6/3/11 J- 28.10 -01 ..5/11/11 J- 5011 -00 6/3/11 J -28 22 -00 . .8/07/07 J -50 12 -00 6/3/11 J- 28.24 -00 ...8/07/07 J- 5015 -00 6/3/11 J- 28.26 -01 ...12/02/08 J- 50.20 -00 6/3/11 J- 28.30 -02.. .6/27/11 J- 50.25 -00 .6/3/11 J- 2010 -01. ..7/12/12 J- 28.40 -01 . .10/14/09 J- 20.11 -00 .7/12/12 J- 28.42- 00.....8/07/07 M- 3.20 -02 J- 2015 - 01......7/12/12 M -3 30 -03 J- 28.45- 01......6/27/11 M-3.40-03. J- 2016 -01.. ..7/12/12 J- 28.50 -02. ...6/2/11 J- 20.20 - 01....7/12/12 M -7 50 -01 J- 28.60- 01..._....6/2/11 M -9 50 -01 J- 20.26- 01.... 7%12/12." -'--'---J--28.70-01 .5/11/11 J- 21.10 -02 . .6/27/11 J- 29.10 -00 ..6/27/11 J- 21.15- 00......10/14/09 J- 29.15- 00.......6/27/11 J- 2116 -00. 10/14/09 J- 29.16 -00 ...6/27/11 J- 2117 -00 .10/14/09 J- 40.10 -02 5/11/11 J- 21.20 -00 .10/14/09 J- 40.20 -01 - 5/17/12 K- 10.20 -01 .. .10/12/07 K- 26.40 -01 ....10/12/07 K- 10.40 -00 ...2/15/07 K- 30.20 -00 . ..2/15/07 K- 20.20- 01......10/12/07 K -30 40- 01.... 10/12/07 K- 20.40 -00... .2/15/07 K- 32.20 -00 ...2/15/07 K -20 60 -00.. ...2/15/07 K -32 40 -00 ....2/15/07 K- 22.20 -01 .10/12/07 K-3260-00 . .2/15/07 K- 24.20- 00........2/15/07 K- 32.80- 00......2/15/07 K- 24.40 -01 10/12/07 K- 34.20 -00. ....2/15/07 K-2460-00 . .2/15/07 K- 36.20 -00... .2/15/07 K- 24.80 -01 ...10/12/07 K- 40.20 -00. ...2/15/07 K -26 20 -00 ..2/15/07 K -40 40 -00.. ..2/15/07 L- 10.10- 02 ........ 6/21 /12 L -20 10 -02 6/21/12 L -30 10 -01 ...... 6/16/11 M- 1.20 -02. 6/3/11 M -1 40 -02 ... 6/3/11 M -1 60 -02. .6/3/11 M-1 80-03 ...... .6/3/11 M- 2.20 -02. 6/3/11 M- 3.10 -03 .6/3/11 M- 3.20 -02 6/3/11 M -3 30 -03 .6/3/11 M-3.40-03. 6/3/11 M- 3.50 -02 .. 6/3/11 M -5 10 -02 .... 6/3/11 M -7 50 -01 1/30/07 M -9 50 -01 1/30/07 1041Page L -40 10- 02 ........ 6/21 /12 L -40 15 -01 ... 6/16/11 L- 40.20 -02... . 6/21/12 M -9 60 -00 .2/10/09 M -11 10-01 ..... . 1/30/07 M -15 10 -01 .....2/6/07 M -17 10- 02 ....... .7/3/08 M- 20.10- 02.... 6/3/11 M- 20.20 -01 ....1/30/07 J -60 13 -00. M -20 30- 02.....10/14/09 J- 60.14 -00 M -20 40- 02.... 6/3/11 M -20 50- 02 ..... . 6/3/11 M- 24.20 -01 . .5/31/06 M- 24.40 -01 5/31/06 M- 24.50 -00. 6/16/11 M-2460-03. .5/11/11 J- 50.30 -00 .6/3/11 J- 60.05 -00 .6/16/11 J -60 13 -00. 6/16/10 J- 60.14 -00 6/16/10 J- 75.10 -01. 5/11 /11 J- 75.20 -00 2/10/09 J- 75.30 -01 5/11/11 J- 75.40 -00 10/14/09 J- 75.45 -00 10/14/09 J- 90.10 -01 6/27/11 J- 90.20 -01 6/27/11 K -40 60- 00.......2/15/07 K- 40.80 - 00.....2/15/07 M- 40.20 - 00...10/ K -55 20 -00 ......2/15/07 K- 60.20 -02 .......7/3/08 K -60 40 -00. ....2/15/07 K -70 20 -00. .2/15/07 K- 80.10- 00 ....... 2/21 /07 K- 80.20 -00 12/20/06 K- 80.30 - 00......2/21 /07 K- 80.35 -00 .....2/21 /07 K- 80.37 - 00.....2/21 /07 L- 70.10- 01...... 5/21/08 L- 70.20- 01.... 5/21/08 M- 40.10 -02. .5/11/11 M- 40.20 - 00...10/ 12/07 M -40 30 -00... 9/20/07 M -40 40- 00..... 9/20/07 M- 40.50 -00 9/20/07 M- 40.60 -00. .9/20/07 M- 60.10 -01... 6/3/11 M-60.20-02....6/27/11 M- 65.10- 02......5/11 /11 M- 80.10 -01. 6/3/11 M- 80.20 -00 6/10/08 M- 80.30 -00. 6/10/08 u 7 7 7 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this a day of �� 2013, by and,between the City of Yakima, hereinafter called the Owner, and Granite Construction Compa a California 'Corporation, hereinafter called the Contractor WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I The Contractor shall do all work and furnish all tools, materials, labor and City equipment et for oTHE fall AMOUNT O accordance $820.820.00, for River Road - 16Th Avenue to 6Th Avenue Improvements, 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 Eighty (80) 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 11t" 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 every part thereof, except such as materials mentioned in the specifications constructing pto be furl shed by the City in this and 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 iagents 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 Granite Construction Company, a California Corporation this -_ day of - 2013 A F% h By. s ! ` fAddress (Print Name) City Clerk �' e President �a � • 4 (President, O wner, etc.) 585 West Beach Street CITY CONTRACT NO: RESOLUTION NO yf����' • • Watsonville CA 95076 Bond Nos.: 82326136 Federal PERFORMANCE BOND 105913912 Travelers 09094371 F&D BOND TO CITY OF YAKIMA t KNOW ALL MEN BY THESE PRESENTS. That whereas the City of Yakima, Washington has awarded to Granite Construction Company (Contractor) hereinafter designated as the "Principal" a contract for the construction of the project designated River Road — 16 Avenue to 6" Avenue Improvements, ' City Project No. 2314, all as hereto attached and made a part hereof and whereas, said principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract: NOW, THEREFORE, we, the principal, and Federal Insurance Company* (Surety), a ' corporation, organized and existing under and by virtue of the laws of the State of Indiana ** 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, in the ' penal sum of $ 82(1.82(1.00 (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 may be granted under said contract, and shall pay all laborers, mechanics, sub - contractors and materialmen; the claims of any person or persons arising under the contract to the extent such claims are provided for in RCW 39.08.010; the state with respect to taxes imposed pursuant to Titles 50, 51 and 82 RCW which may be 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 of any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said ' work, and shall indemnify and hold the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract, or from defects appearing or developing in the; material or workmanship provided or performed under said contract 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_ i 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 Ordinances of the City of Yakima, Washington' IN WITNESS WHEREOF, the said principal and the said surety have caused this bond to be signed and sealed by their duly authorized,ti;l' ' officers this 30th day of April 1213 Granite r inCm n (Prin a ' (Signature) Jigisha Desai, Vice President ' (Print Name) Approved as to form: (Title) (t Attney) 79 Fed I Insurance Company* Surety) ' By (Signature) ' Ashley Stinson k. (Pant Name) ;,i,_Aitorney -in -Fact Nu ti'. (Title) � J �Y�� may/,' , *Travelers- Casuaity and Surety Cor�ipiny,i�f�firti7Eri�.� _ F }idelityt and Deposit Company of Vt�arylanra:r�; ;; f �Jointl.y and!Severaily Liable ` * *CAnrlect c "ut,_iNaryiand, respectiv%fy:_ Exeucted in 3 CGU,nterparts ACKNOWLEDGMENT State of California County of Santa Cruz ) On April 30, 2013 before me, V.J. Fox (insert name and title of the officer) personally appeared Ashley Stinson who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. V. J. FOX q— COMM.19486 NOTARY PU8lC- CAU" NA 44 � SANTA CRUZ COUNTY S° MY COMMISSION IXPIREss SEPT 15,,2015 Signature (Seal) V.J. Fox i Chubb POWER Federal Insurance Company Attn: Surety Department Surety OF Vigilant Insurance Company 16 Mountain View Road " ATTORNEY Pacific Indemnity Company `warren, Ni 07069 That INSURANCE each hereby i, Kathleen each as their true and lawful Attorney- in- Fact to execute under Such designation in4heir,names and tD,a-ft their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undeilakings and other writings obligatory i'l lhe' nature thereof (other than bail bonds).given or executed in the course of business on behalf of Granite Construction incorporated and all Subsidiaries alone or in jolnt,'Ventuie - ---- —. in connection with bids, proposals or contracts to or with it* United States of America, any State or political subdivision thereof or any person, firm of corporation. And the execution of such bond or obligation by suchAttomey- In- Fad in the Companys tame and on its behalf as surely thereo,nor otherwise, under its corporate seal, in pursuance of the authority hereby conferred shall, upon delivery thereof, be valid and binding upon the Company. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE' COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents andIaffixed their corporate seats on this le day of April, 2013. I tn UkA u-- wnssistant Secretary vid S. N Y ry orris, Jr., Ica Pr e STATE OF NEW JERSEY ss. County of'Somersel On this 10th day of April, 2013 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANTINSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies`whioh executed the foregoing Power of Attorney, and the said Dawn M. Chloms, being by me duty sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the.cwrporate seats thereof, that the seals affixed to the foregoing•Power of Attorney are such corporate seals and were thereto affixed by authority of. the By- Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of.said Companies by.like armtodty; arid.ihat he is acquainted with David B. Norris, Jr., and krxm him to be Vice President of said Companies; and that.the signature of David B. Norris; Jr.; subsctibed.to said Power of,Attomey is in the genuine Handwriting of David B. Norris; Jr., and was thereto subscribed by authority of said By Lows and in deponent's presence. Notarial Seal KATHERINE J. ADEL%1/1it NOTARY-PUBUC OF NEW JERSEi' TAR tmw•r No :2316 Camaon Win~ ; JVI p 16, 201 Notary Public CERTIFICATION Extract from the By- Laws of FEDERAL. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on beha8 of the Company may and shag be executed In the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Yioe President, any Secretary, any Assistant Secretary and the seal of the Company maybe affixed by facsimile to any power of anomey or.to sny.oertificate relating thereto- appointing Assistant Secretaries or Attomeys- in. Fact for purposes only of executing and attesting bonds and undertakings -and other writings obligatory in the nature thereof, and any.such power of attomey:or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and'certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with.respect to any bond or undertaking to which ibis attached. - 1, Davin M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the 'Companies) do hereby certify that (1) the foregoing extract ofthe By- Laws of the Companies Is true and correct, a (5 the Companies are duly licensed and 8uthorized t0 transacisurety business in eg 00 of, the United States of America and tl+e 17isbiet ^• ` i 't of Columbia and are authorized try the U.S. Treasury Department; further, Federal arxl.Ygilant are licensed in Puerhi Ricci grid U.S. Virgin, Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces ofCanada except Prince Edward• island; and (fit) the foregoing Power of Attorney is We, correct and In fug force and effPH Given under my hand and seals of said, Companies al Warren, NJ this April 30, 2013 _ � 1, �r�'• ,' 1 i j � �_ � f �N THE. EVENT YOU WISH TO NOTIFY US OF A CLAIM,, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE iCONTACT'US AT ADDRESS LISTED ABOVE, OR BY Telephone (909) 903- 3493 Fax 19091903- 3656 a -mail • airptvO rhrrhh ruin Form 15 -10- 01549- U (Rev. 10.02) COltp CONSENT i TRAVELERSJ POWER OF ATTORNEY Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America ' St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In -Fact No. 226331 ' KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint John D. Gilliland, Jigisha Desai, Cynthia P. Johnson, Kathleen Schreckengost, Catherine 1 Gustayson, Ashley Stinson, and Lillian Tse of the City of Watsonville, State'of California, their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. ' This Power ofAttorney is limited to bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof for Granite Construction Incorporated and all subsidiaries and affiliates, alone or in joint venture. ' IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 14th day of March, 2013. Farmington Casualty Company St. Paul Mercury Insurance Company ' Fidelity and Guaranty Insurance Company Travelers Casualty and r Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company ��!' `G n � �+�cio �' �pppt►ei ��°�ro.R "t�� � `�ai� j � J � � � � i t ►t 1 n 1977 � 1951 � � ;i�b',E AL 8 ����� o `°'°` � g � � a +eas State of Connecticut By: ' City of Hartford ss. Robert L. Raney, Senior Vice President 1 On this the 14th day of March, 2013, before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ' In Witness Whereof, I hereunto set my hand and official seal. a My Commission expires the 30th day of June, 2016; try Marie C. Tetreault, Notary Public Page 1 of 2 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards. of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company; St. Paul Mercury Insurance Company,, Travelers Casualty and Surety Company, Travelers Casualty.and Surety Company of America, and United.States Fidelity and Guaranty Company; :which resolutions are now in full force and effect,, reading.as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any.Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any' Assistant Treasurer, 'the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or'her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recogn'izances; contracts of indemnity; and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking; and any of said lofficers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that 'the Chairman, the President, any Vice'Chairman, any.Executive Vice: President, any Senior Vice.President or any Vice President may delegate all or any part of the. foregoing authority. to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the 'Secretary, and'it is FURTHER. RESOLVED, that any bond, recognizance, -contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and.bihdifig upon' Ahe Company when, (a). signgd by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President; any Second Vice President, the Treasurer, any Assistant Treasurer; the Corporate .Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly. executed (under seal, if required) by one or more Attorneys= in-Fact and Agents pursuant to the power prescribed'in his or her certificate.or their certificates of authority or by one or more Company, officers pursuant.to a written delegation of authority; and it is FURTHER RESOLVED, that the.signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by 'facsimile, to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate• bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be, valid and binding' dn''.,tHe`Contnany in the future with, respect to any bond or understanding to which it is attached. ` r- I, Kori M. Johanson,' the.undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity-and Guarani} I surance:C�ompany; FuF;;ty_and Guaranty Insurance Underwriters, Inc., St. Paul, Fire and Marine Insurance; Company, St. Paul Guardian Insurance Gocnpany, St. f?au!;Mercury`,. -C _' insurance Company, Travelers Casualty and Surety Company, Travelers Casualty 'and Surety Company of America, and Ja%eJ States,.Fiaeiity and Guaranty Company do hereby certify that the above and foregoing is a true and•correct copy of the Power of Attcirney'executed -- by said Corpanies, which is in full.force and effect and has not been revoked. Ile f' IN TESTIMONY WHEREOF, I have..hereunto set my hand and affixed the seals of said Companies this Apri "; Ci Kevin E. Hughes, Assistant, Secretary To verify the authenticity of this Power of Attorney, call 1 -800- 421 -3880 or contact us at www.travelersbond com. Please refer to the Attorney -In -Fact number, the above -named individua /s and the details of the bond io which the power is attached, Page 2 of 2 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY ' AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies "), by Geoffrey Delisio, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Jigisha DESAI, Catherine GUSTAVSON, Cynthia P. JOHNSON, Kathleen SCHRECKENGOST, John D. GiLLILAND, ' Ashley STINSON and Lillian TSE, each its true and lawful agent and Attorney- m -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, issued on behalf of Granite Construction incorporated, Watsonville, California and all subsidiaries alone or in a joint venture and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and ' acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. ' The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. iN WITNESS WHEREOF, the said Vice - President has hereunto subscribed his /her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 1st day of March, A.D. 2013 SEAL ` ' By. Vice President — Geoffrey Delisio ' By: Assistant Secretary — Gerald F Haley State of Maryland County of Baltimore On this 1st day of March, A.D. 2013, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Geoffrey Delisio, Vice President and Gerald F. Haley, Assistant Secretary of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and sanh, that he /she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument ' are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, 1 have hereunto set my hand and affixed my Official Seal the day and year first above written. eai:. �N ice•. 71111111O \ By: Constance A. Dunn - Notary Public ' My Commission Expires: July 14, 2015 EXTRACT FROM BY -LAWS OF THE COMPANIES "Article V, Section 8, Attorneys -m - Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto, and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE i, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998 RESOLVED- "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ..Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company " This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990 RESOLVED- "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice - President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect ias though manually affixed. IN TESTIMONY WHEREOF, 1 have hereunto subscribed my name and affixed the corporate seals of the said Co n' is "s;_. " %. This April 30, 2013 j." - L Thomas O; McClellan, Vice President 14w ACIlDR °® CERTIFICATE OF LIABILITY INSURANCE D05 /02IDD/Y3 05/02/2013 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 LIC #OG62759 1- 415- 486 -7000 Aon Risk Insurance Services West, Inc. t 199 Fremont Street, Suite 1500 CONTACT -NAME PHONE FAX AAM, No Ext : A/C No), E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAICIt a San Francisco, CA 94105 INSURER A. VALLEY FORGE INS CO 20508 GL 2074978689 INSURED _ GRANITE CONSTRUCTION COMPANY INSURER B EACH OCCURRENCE $ 2.000, 000 COMMERCIAL GENERAL LIABILITY INSURER C. INSURER PO BOX 50085 -INSURER E. $ 2,000,000 WATSONVILLE, CA 95077 INSURER F. GUVtRAGFS UFRTIFICATF NIIMRFR• 33433993 0C1 1ICIAh1 kl"R10100- 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. ILTR TYPE OF INSURANCE INSR SUER POLICY NUMBER MM /DDY EFF MM DD EXP LIMITS A GENERAL LIABILITY X X GL 2074978689 10 /01 /1 10 /01 /15 EACH OCCURRENCE $ 2.000, 000 COMMERCIAL GENERAL LIABILITY PREMISES SES Ea occurrence $ 2,000,000 CLAIMS -MADE 1XI OCCUR MED EXP (Any one person) $ NIL X Contractual Liability PERSONAL &ADV INJURY $2.000,000 X XCU Hazards GENERAL AGGREGATE $ 10,000,000 GENI AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO- LOC $ A AUTOMOBILE LIABILITY X X BUA 2074978692* 10/01/12 10/01/15 COMBINED SINGLE LIMIT Ea accident 2,000,000 X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS P INJURY BODILY INJUer accident ( ) $ X X NON -OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ X Contractua $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED RETENTION $ $ r A WORKERS COMPENSATION WC 274978644 (WA /EL ONLY 10 / O 1 / 1 10/01/15 X WCSTATU- OTH- BY LIMITS ER AND EMPLOYERS' LIABILITY YIN E.L. EACH ACCIDENT $ 2,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE WC 274978644 (AOS) 10 /01 /1 10/01/15 OFFICER/MEMBER EXCLUDED? FN I NIA E.L. DISEASE - EA EMPLOYEE $ 2,000,000 (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) 2510 - 403067 - RIVER ROAD IMPROVEMENTS - N. 16TH AVENUE,TO N. 6TH AVENUE - CITY PROJECT NO. 2314. THE CITY OF YAKIMA, ITS OFFICERS, ELECTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS, ARE HEREBY ADDED AS ADDITIONAL INSUREDS, PER ENDORSMENTS ATTACHED. GL PER ISO FORM CG0001 10 /01; AL PER ISO FORM CA0001 03/10 ' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF YAKIMA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 129 NORTH SECOND STREET AUTHORIZED REPRESENTATIVE YAKIMA, WA 98901 USA ACORD 25 (2010/05) Lindak ' 33433993 ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 1 1 1 1 1 1 1 1 1 1 1 1 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less 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. Subscribed and sworn to before me on this 201 Notary Public in and for the State of Washington residing at 1131 Page Contractor day of 7 LA PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries 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 Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504 -4540 Telephone: 360- 902 -5335 1151 Page 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 1151 Page 1 1 a I 1 Page 1 of 16 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360 - 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both. the hourly wage rate and the hourly rate of fringe benefits. On public works ppgjects, 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. Journey Level Prevailing Wage Rates for the Effective Date: 3/25/2013 County Trade Job Classification Wa a Holiday Overtime Note !Yakima Asbestos Abatement Workers Journey Level $17.83 1 ,Yakima Boilermakers Journey Level $62.34 5N 1C ;Yakima Brick Mason Journey Level $41.48 5A 1M I ;Yakima Building Service Employees Janitor $9.19 1 ;Yakima Building Service Employees Shampooer $11.14 1 'Yakima Building Service Employees Waxer $9.19 1 Yakima Yakima Building Service Employees Window Cleaner Journey Level $9.19 $16.35 1 1 Cabinet Makers (In Shop) Yakima Carpenters Journey Level $29.72 1 !Yakima Cement Masons Journey Level $37.40 7B 1N ;Yakima Divers Et Tenders Diver $100.28 5D 1M 8A Yakima Divers Et Tenders Diver On Standby $56.68 5D 1M Yakima Divers Et Tenders Diver Tender $52.23 5D 1M Yakima Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M Yakima Divers Et Tenders Surface Rcv Et Rov Operator Tender $48.67 5A 1 B ;Yakima Dredge Workers Assistant Engineer $51.37 5D 3G ;Yakima Dredge Workers Assistant Mate(deckhand) $50.86 5D 3G Yakima Dredge Workers Boatmen $51.37 5D 3G 'Yakima Dredge Workers Engineer Welder $51.42 5D 3G Yakima Dredge Workers Leverman, Hydraulic $52.99 5D 3G ;Yakima Dredge Workers Maintenance $51.11 5D 3G Yakima Dredge Workers Mates $51.37 5D 3G I Yakima Dredge Workers Oiler $50.99 5D 3G ,Yakima Drywall Applicator Journey Level $38.43 5D 1M 'Yakima Drywall Tapers Journey Level $32.51 7E 1P ,Yakima Electrical Fixture Maintenance Journey Level $43.32 1 Workers https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/25/2013 Page 2 of 16 1 ;Yakima Electricians - Inside Cable Splicer $54.821 5A 1E Yakima Electricians - Inside Journey Level $52.941 5A 1 E ,Yakima Electricians - Inside Welder $56.71 5A 1E ,Yakima Electricians - Motor Shop Craftsman $15.37 1 !.Yakima . Electricians - Motor Shop ,.____ __ Journey-Level _...... ._____.___ __ ,_ _$14.69 Yakima Electricians - Powerline Construction Cable Splicer $64.95 5A 4A ?Yakima Electricians - Powerline Construction Certified Line Welder $59.37 5A 4A Yakima w Electricians - Powerline Construction Groundperson $42.16 5A 4A 'Yakima Electricians - Powerline Construction Head Groundperson $44.50 5A 4A F ,Yakima i Electricians - Powerline Construction Heavy Line Equipment Operator $59.37 5A 4A Yakima r Electricians - Powerline Construction Jackhammer Operator $44.50 5A 4A g 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 Construction 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 Yakima Fabricated Precast Concrete Craftsman - In- Factory Work Only $9.19 1 Products ;Yakima Fabricated Precast Concrete Journey Level - In- Factory Work Only $9.19 1 ' Products 3Yakima Fence Erectors Fence Erector $13.79 1 ;Yakima Flaggers Journey Level $24.62 1 d :Yakima Glaziers Journey Level $22.43 61 1B Yakima Heat Et Frost Insulators And Asbestos Workers Journey Level $25.32 1 t € 'Yakima Heating Equipment Mechanics Journey Level $34.85 1 Yakima Hod Carriers Et 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 1 ;Yakima Inspection /Cleaning /Sealing Of Cleaner Operator, Foamer Operator $9.73 1 i Sewer $ Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control l https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 t if t 1 1 1 r 1 1 t 0 Page 3 of 16 iYakima i Inspection /Cleaning /Sealing Of Head Operator $12.78 1 Sewer Et Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing Of Technician $9.19 1 Sewer Et Water Systems By Remote Control Yakima Inspection /Cleaning /Sealing Of Tv Truck Operator $10.53 1 Sewer Et Water Systems By Remote Control `Yakima Insulation Applicators Journey Level $38.43 5D 1M =Yakima Ironworkers Journeyman $52.44 7N 10 iYakima Laborers Air, Gas Or Electric Vibrating Screed $32.75 7A 2Y l iYakima Laborers Airtrac Drill Operator $33.71 7A 2Y Yakima Laborers Ballast Regular Machine $32.75 7A 2Y Yakima Laborers Batch Weighman $30.75 7A 2Y I { 'Yakima Laborers Brick Pavers $32.75 7A 2Y Yakima Laborers Brush Cutter $32.75 7A 2Y iYakima 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 E K 'Yakima Laborers Cement Dumper - paving $33.31 7A 2Y °Yakima Laborers Cement Finisher Tender $32.751 7A 2Y iYakima Laborers Change House Or Dry Shack $32.75 7A 2Y ,Yakima Laborers Chipping Gun (under 30 Lbs.) $32.75 7A 2Y !Yakima Laborers Chipping Gun(30 Lbs. 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 $33.311 7A 2Y ;Yakima Laborers Clean -up Laborer $32.75 7A 2Y Yakima g Laborers Concrete Dumper /chute Operator $33.31 7A 2Y ;Yakima Laborers Concrete Form Stripper $32.75 7A 2Y 1 '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 r ;Yakima Laborers Curing Laborer $32.75 7A 2Y Yakima Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $32.75 7A 2Y RYakima Laborers Ditch Digger $32.75 7A 2Y iYakima Laborers Diver $33.71 7A 2Y ,Yakima Laborers Drill Operator (hydraulic, diamond) $33.31 7A - 2Y - i I I Yakima Laborers Dry Stack Walls $32.75 7A 2Y - I https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 Page 4 of 16 Yakima Laborers Dump Person $32.751 7A 2Y j 'Yakima Laborers Epoxy Technician $32.751 7A 2Y Yakima Laborers Erosion Control Worker $32.751 7A 2Y Yakima Laborers Faller Et Bucker Chain Saw $33.311 7A 2Y Yakima Laborers Fine. Graders .,_.$3235 7A_ ___2Y Yakima Laborers Firewatch $30.75 7A 2Y 0 Yakima Laborers Form Setter $32.75 7A 2Y Yakima Laborers Gabian Basket Builders $32.75 7A 2Y `Yakima Laborers General Laborer $32.751 7A 2Y Yakima Laborers Grade Checker £t Transit Person $33.71 7A 2Y I - Yakima Laborers Grinders $32.751 7A 2Y 'Yakima Laborers Grout Machine Tender $32.75 7A 2Y Yakima Yakima Laborers Laborers Groutmen (pressure)including Post Tension Beams Guage and Lock Tender $33.31 $33.81 7A 7A 2Y 2Y Yakima Laborers Guardrail Erector $32.75 7A 2Y Yakima Laborers Hazardous Waste Worker (level A) $33.71 7A 2Y Y °Yakima P Laborers Hazardous Waste Worker (level B) $33.31 7A 2Y S (Yakima Laborers Hazardous Waste Worker (level C) $32.75 7A 2Y ,Yakima Laborers High Scaler $33.711 7A 2Y $ Yakima Laborers Jackhammer $33.311 7A 2Y Yakima Laborers Laserbeam Operator $33.311 7A 2Y Yakima Laborers Maintenance Person $32.75 7A 2Y 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 Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $33.31 7A 2Y 3 Yakima Laborers Pavement Breaker $33.311 7A 2Y Yakima Laborers Pilot Car $30.751 7A 2Y :Yakima Laborers Pipe Layer(lead) $33.711 7A 2Y 'Yakima Laborers Pipe Layer /tailor $33.311 7A 2Y Yakima Laborers Pipe Pot Tender $33.311 7A 2Y Yakima Laborers Pipe Reliner $33.31 7A 2Y Yakima Laborers Pipe Wrapper $33.31 7A 2Y Yakima Laborers Pot Tender $32.75 7A 2Y Yakima Laborers Powderman $33.71 7A 2Y Yakima Laborers Powderman's Helper $32.75 7A 2Y s https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 11 I I I E I I 'I I I I I I I I I I Page 5 of 16 'Yakima Laborers Power Jacks $33.311 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 Ya-kwima Laborers Rigger/signal Person $33.31 7A 2Y p '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 7A 2Y �Yakima Laborers Sloper (over 20") $33.31 7A 2Y IYakima Laborers �Laborers Sloper Sprayer $32.75 7A ZY Yakima Spreader (concrete) $33.31 7A 2Y i'Yakima Laborers Stake Hopper $32.75 7A 2Y !Yakima_ Laborers Stock Piler $32.75 7A 2Y Yakima Laborers Tamper Et Similar Electric, Air Et Gas Operated Toots $33.31 7A .2Y Yakima_ IYakima Laborers Tamper (multiple Et Self- propelled) $33.31 7A 2Y , Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $33.31 7A ;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 7'A 1 H 811 !Yakima Laborers Traffic Control Supervisor $32.61 7A 1H 8R !Yakima Laborers Truck Spotter $32.75 7A 2Y ,Yakima Laborers Tugger Operator $33.31 7A 2Y ;Yakima Laborers Tunnel Work-Miner $33.81 7A 2-Y IYakima Laborers Vibrator $33.31 7A 2Y ,,Yakima Laborers Vinyl Seamer $32.75 7A 2Y Yakima Laborers Watchman $28.07 7A 2Y , Yakima Laborers Welder $33.31 7A 2Y Yakima Laborers Well Point Laborer $33.31 7A 2Y . gYakima Laborers Window Washer/cleaner $28.07, 7A 2Y 'Yakima i Laborers - Underground Sewer General Laborer Et Topman $32.75 7A 2Y Et Water 'Yakima Laborers - Underground Sewer Pipe Layer $33.31 7A 2Y Et Water KYakima 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 $9.19 1 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 3/25/2013 Page 6 of 16 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 Laborers Yakima Lathers Journey Level $38.43 5D 1M ;Yakima Marble Setters Journey Level $41.48 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 4Yakima_ Metal Fabrication..(In Shop.) ..._. Laborer__._.._ - _$10.31 'Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 ,Yakima Metal Fabrication (In Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shop) 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 5D 1M iYakima Plasterers Journey Level $48.23 7Q 1R j Yakima a Plaviground Et Park Equipment Journey Level $9.19 1 Installers Yakima Plumbers Et Pipefitters Journey Level $72.04 6Z 1Q #Yakima Power Equipment Operators Asphalt Plant Operators $52.19 7A 3C 8P i Yakima Power Equipment Operators p Assistant En Engineer g' $48.92 7A 3C 8P ,,Yakima Power EquipmeaL Operators Barrier Machine (zipper) $51.70 7A 3C 8P Yakima Power Equipment Operators Batch Plant Operator, Concrete $51.70 7A 3C 8P d °Yakima Power Equipment Operators Bobcat $48.92 7A 3C 8P "Yakima S Power Equipment Operators Brokk - Remote Demolition Equipment $48.92 7A 3C 8P I s Yakima Power Equipment Operators Brooms $48.92 7A 3C 8P i Yakima Power Equipment Operators Bump Cutter $51.70 7A 3C 8P Yakima Power Equipment Operators Cableways $52.19 7A 3C 8P l 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 s ,Yakima Power Equipment Operators Concrete Finish Machine -laser Screed $48.92 7A 3C 8P IYakima f 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 3 8P ' 5 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 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 -Ir tI_,_ 1 1 11 'I r 1 1 Page 7 of 16 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 i (including jib with attachments); Overhead; -.... bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. ,Yakima Power Equipment Operators Cranes: 200 Tons To 300 Tons, $53.31 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) ;Yakima Power Equipment Operators Cranes: 45 Tons Through 99 $52.19 7A 3C 8P i Tons, Under 150' Of Boom (including Jib 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 $53.31 7A 3C 8P Through 199 Tons Power Equipment Operators Cranes: Friction Over 200 Tons $53.87 7A 3C 8P lYakima Yakima Power Equipment Operators Cranes: Over 300 Tons Or 300' $53.87 7A 3C 8P I Of Boom (including Jib With i Attachments) ,Yakima Power Equipment Operators Cranes: Through 19 Tons With $51.28 7A 3C 8P Attachments A -frame Over 10 3 Tons Yakima Power Equipment Operators Crusher $51.70 7A 3C 8P Yakima Power Equipment Operators 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 $52.19 7A 3C 8P Yakima Power Equipment Operators Over Dozers D -9 Et Under $51..28 7A 3C 8P Yakima Power Equipment Operators Drill Oilers: Auger Type, Truck $51.28 7A 3C 8P Or Crane Mount ;Yakima Power Equipment Operators Drilling Machine $51.70 7A 3C 8P `Yakima Power Equipment Operators Elevator And Man -lift: $48.92 7A 3C 8P Permanent And Shaft Type 4 Yakima Power Equipment Operators Finishing Machine, Bidwell And $51.70 7A 3C 8P l S Gamaco Et Similar Equipment l ;Yakima Power Equipment Operators Forklift: 3000 Lbs And Over $51.28 7A 3C 8P With Attachments (Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.92 7A 3C 8P Attachments zYakima Power Equipment Operators Grade Engineer: Using Blue $51.70 7A 3C 8P E Prints, Cut Sheets, Etc # Yakima Power Equipment Operators Gradechecker /stakeman $48.92 7A 3C 8P g 'Yakima Power Equipment Operators Guardrail Punch $51.70 7A 3C 8P F t � R https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 Page 8 of 16 ,Yakima Power Equipment Operators Guardrail Punch /Auger $51.701 7A 3C 8P 'Yakima Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $52.19 7A 3C 8P g Yakima -.- Power Equipment Operators Hard Tail End Dump Articulating- Off; road Equipment Under 45 Yards. $51.70 7A 3C 8P - - - - - -- - - - - - - -- Yakima Power Equipment Operators Horizontal/ directional Drill Locator $51.28 7A 3C 8P a `Yakima Power Equipment Operators Horizontal /directional Drill Operator $51.70 7A 3C 8P '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 iYakima 3 Power Equipment Operators Loader, Overhead 8 Yards. Et Over $52.74 7A 3C 8P S 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 7A 3C 8P :Yakima Power Equipment Operators Loaders, Plant Feed $51.70 7A 3C 8P i ;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 8P '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 gYakima 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 t Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $48.92 7A 3C 8P 4 '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 P_ ower 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 $52.1 9 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 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 1 1 ri �I 1 Page 9 of 16 Yakima Power Equipment Operators Posthole Digger, Mechanical $48.92 7A 3C 8P ;Yakima Power Equipment Operators Power Plant $48.92 7A 3C 8P s 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 i Power Equipment Operators Quick Tower - No Cab, Under 100 Feet-in Height Based To -. -- - Boom $48.92 -: - -- 7A 3C 8P t iYakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $52.19 7A 3C 8P , jYakima 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 iYakima 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 iYakima Power Equipment Operators Saws - Concrete $51.28 7A 3C 8P Yakima R Power Equipment Operators Scraper, Self Propelled Under 45 Yards $51.70 7A 3C 8P p Yakima Power Equipment Operators Scrapers - Concrete Et Carry All $51.28 7A 3C 8P Yakima Power Equipment Operators Scrapers, Self - propelled: 45' Yards And Over $52.19 7A 3C 8P 'Yakima Power Equipment Operators Service Engineers - Equipment $51.28 7A 3C 8P j ;Yakima Power Equipment Operators Shotcrete /gunite Equipment $48.92 7A 3C 8P. "Yakima i Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $51.28 7A 3C 8P tYakima � Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $52.19 7A 3C 8P a ;Yakima s Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $51.70 7A 3C 8P , iYakima Power Equipment Operators Shovel; Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $52.74 7A 3C 8P l f Yakima i 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 f Power Equipment Operators Spreader, Topsider Et Screedman $52.19 7A 3C 8P ;Yakima Power Equipment Operators Subgrader Trimmer $51.70 7A 3C 2P iYakima Power Equipment Operators Tower Bucket Elevators $51.28 7A 3C 8P tYakima � Power Equipment Operators Tower Crane Over 1791n Height, Base To Boom $53.31 7A 3C 8P i !Yakima i Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $52.74 7A 3C 8P Yakima Power Equipment Operators Transporters, All Track Or Truck Type $52.19 7A 3C 8P 'Yakima Power Equipment Operators Trenching Machines $51.28 7A 3C 8P e r https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx x 3/25/2013 Page 10 of 16 Yakima Power Equipment Operators Truck Crane Oiler /driver - 100 Tons 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 �Yakirna Power Eciuibrrient Operators ' Welder $52.-19* ` 3C 80 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 Et Water iYakima Power Equipment Operators- Assistant Engineer $48.92 7A 3C 8P 4 Underground Sewer Et Water EYakima Power Equipment Operators- Barrier Machine (zipper) $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Batch Plant Operator, Concrete $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Eauipment Operators- Bobcat $48.92 7A 3C 8P Underground Sewer Et Water °Yakima Power Equipment Operators- Brokk - Remote Demolition Equipment $48.92 7A 3C 8P i Underground Sewer Et Water Yakima Power Equipment Operators Brooms $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Bump Cutter $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cableways $52.19 7A 3C 8P ; Underground Sewer Et Water Yakima Power Equipment Operators- Chipper $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Compressor $48.92 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $52.19 7A 3C 8P s ` Underground Sewer Et Water Yakima Power Equipment Operators- Concrete Finish Machine -laser Screed $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $51.28 7A 3C 8P ° p Underground Sewer Et Water ;Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $51.70 7A 3C 8P i Underground Sewer Et Water :Yakima Power Equipment Operators- Conveyors $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Underground Sewer Et Water Cranes: 20 Tons Through 44 Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.70 7A 3C 8P x ' Yakima Power Equipment Operators- Cranes: 100 Tons Through 199 $52.74 7A 3C 8P https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 11 . Page llofl6 ! Underground Sewer Et Water Tons, Or 150'Of Boom (including Jib With Yakima i— Power Eguipment Operators- cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $53.31 7A 3C I 8P Underground Sewer Et Water IYakima Power Equipment Operators- Cranes: 45 Tons Through 99 (including Jib With $52.19 7A 3C 8P Yakima Power Equipment Operators- Cranes: A-frame - 10 Tons And Under $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $53.31 7A 3C 8P Un��round Sewer Et Water Yakima Power Equipment Operators- Cranes: Friction Over 200 Tons $53.87 7A 3C 8P Underground Sewer Et Water Nkima Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With $53.87 7A 3C P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons $51.28 7A 3C 8P Underground Sewer F± Water Yakima PdWer Equipment Operators- Crusher $51.70 7A 3C 8P Underground Sewer Et Water ,Yakima Power Equipment Operators- Deck Engineer/deck Winches (power) $51.70 7A 3C 8P Underground Sewer Et Water iYakima Power Equipment Operators- Derricks, On Building Work $52.19 7A 3C 8 LP Underground Sewer Et Water Yakima Power Equipment Operators- Dozer Quad 9, HD 41, DIO and Over $52.19 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators. Dozers D -9 Et Under $51.28 7A 3C 8P Undergound Sewer Et Water Yakima Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $51.28 7A 3C 8P Underground Sewer Et Water 'Yakima Power Eguipment Operators- Drilling Machine $51.70 7A 3C 8P UndtLqLound Sewer Et Wattr Yakima Power Equipment Operators- Elevator And Man-lift: Permanent And Shaft Type $48.92 7A 3C �_P Underground Sewer Et Water ��;Yakima Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $51.70 7A 3C 8P Underparound Sewer Et Water 'Yakima Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Eguipment Operators- Forklifts: Under 3000 Lbs. With Attachments $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Eguipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $51.70 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Gradechecker/stakeman $48.92 7A 3C 8P Underp ,round Sewer Et Water Yakima Power Equipment Operators- Guardrail Punch $51.70 7A 3C 8P UDderground Sewer Et Water Yakima Power Equipment Operators- Guardrail Punch/Auger $51.70 7A 3C 8P Underground Sewer Et Water Page 12 of 16 I 'Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $52.19 7A 3C 8P ! UnderQround Sewer Et Water Yakima _. Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $51.70 7A 3C 8P UnderQround Sewer Et Water _. .... .. __ _ _..... Yakima Power Equipment Operators Horizontal /directional Drill Locator $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Horizontal /directional Drill Operator $51.70 7A 3C 8P UnderQround Sewer Et Water Yakima Power Equipment Operators- Hydralifts /boom Trucks Over 10 Tons $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Hydralifts /boom Trucks, 10 Tons And Under $48.92 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $52.74 7A 3C 8P i Underground Sewer Et Water Yakima Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $52.19 7A 3C 8P I y Underground Sewer Et Water ,Yakima Power Equipment Operators- Loaders, Overhead Under 6 Yards $51.70 7A 3C 8P 3 Underground Sewer Et Water Yakima Power Equipment Operators- Loaders, Plant Feed $51.70 7A 3C 8P # j Underground Sewer Et Water Yakima Power Equipment OQerators- Loaders: Elevating Type Belt $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Locomotives, All $51.70 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Material Transfer Device $51.70 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $52.74 7A 3C 8P I Underground Sewer Et Water Yakima Power Equipment Operators- Mixers: Asphalt Plant $51.70 7A 3C 8P UnderQround Sewer Et Water Yakima Power Equipment Operators- Motor Patrol Grader - Non- finishing $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Motor Patrol Graders, Finishing $52.19 7A 3C 8P UnderQround Sewer Et Water [Yakima Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $52.19 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $51.28 7A 3C 8P UnderQround Sewer Et Water Yakima Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $51.70 7A 3C 8P m a Underg round Sewer Et Water Yakima Power Equipment Operators- Underground Sewer Et Water Overhead, Bridge Type: 100 Tons And Over $52.74 7A 3C 8P Yakima z Power Equipment Operators- Underground Sewer Et Water Overhead, Bridge Type: 45 Tons Through 99 Tons $52.19 7A 3C 8P } https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 1 J 1 n 1 Page 13 of 16 Yakima Power Equipment Operators- Pavement Breaker $48.92 7A 3C 8P Underground Sewer Et Water (Yakima Power Equipment Operators- Pile Driver (other Than Crane Mount) $51.70 7A 3C 8P Underground Sewer Et Water iYakima f Power Equipment Operators- Plant Oiler - Asphalt, Crusher ._ .- - - -�- • - -_.. -. _... - - -- $51.28 - -- - - -- 7A -- - - 3C - -- - _. - 8P - - -- - -. . Underground Sewer £t Water -.. Yakima Power Equipment Operat ors- Posthole Digger, Mechanical $48.92 7A 3C 8P g Underground Sewer Et Water iYakima Power Equipment Operators- Power Plant $48.92 7A 3C 8P Underground Sewer fr Water ,Yakima Power Equipment Operators- Pumps - Water $48.92 7A 3C 8P r Underground Sewer Et Water Yakima Power Equipment Operators- Quad 9, Hd 41, D10 And Over $52.19 7A 3C 8P Underground Sewer Et Water PYakima Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $52.19 7A 3C 8P Underground Sewer Et Water Yakima s Power Equipment Operators- Rigger And BeRman $48.92 7A 3C 8P Underground Sewer Et Water ,Yakima k Power Equipment Operators- Rollagon $52.19 7A 3C 8P Underground Sewer Et Water IYakima Power Equipment Operators- Roller, Other Than Plant Mix $48.92 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $51.28 7A 3C 8P Underground Sewer Et Water {Yakima Power Equipment Operators- Roto -mill, Roto - grinder $51.70 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Saws - Concrete $51.28 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $51.70 7A 3C 8P Underground Sewer Et Water iYakima Power Equipment Operators- Scrapers - Concrete Et Carry All $51.28 7A 3C 8P Underground Sewer Et Water :Yakima Power Equipment Operators- Scrapers, Self- propelled: 45 Yards And Over $52.19 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Service Engineers - Equipment $51.28 7A 3C 8P # Underground Sewer Et Water (Yakima k Power Equipment Operators- Shotcrete /gunite Equipment $48.92 7A 3C 8P Underground Sewer Et Water .'Yakima Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $51.28 7A 3C 9 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $52.19 7A 3C 8P z Underground Sewer Et Water ;Yakima Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $51.70 7A 3C 8P Underground Sewer Et Water 'Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: $52.74 7A 3C 8P https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 Page 14 of 16 1 I r t Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $53.31 7A 3C 8P $ } Underground Sewer Et Water k IYakima - ° _-- - Power Equipment Operators- Slipform Pavers _.__.__._.._.._ _......._. -. $52.19 �..._. 7A _- -. -- 3C - _.,.._......_. 8P _ S Underground Sewer Et Water - gYakima Power Equipment Operators- Spreader, Topsider Et Screedman $52.19 7A 3C 8P Underground Sewer Et Water ;Yakima Power Equipment Operators- Subgrader Trimmer $51.70 7A 3C 8P Underground Sewer Et Water Yakima i Power Equipment Operators- Tower Bucket Elevators $51.28 7A 3C 8P Underground Sewer Et Water Yakima { Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $53.31 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $52.74 7A 3C 8P 6 UnderQround Sewer Et Water Yakima Power Equipment Operators- Transporters, All Track Or Truck Type $52.19 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Trenching Machines $51.28 7A 3C 8P UnderQround Sewer Et Water Yakima Power Equipment Operators- Truck Crane Oiler /driver - 100 Tons And Over $51.70 7A 3C 8P < s Underground Sewer Et Water Yakima I Power Equipment Operators- Truck Crane Oiler /driver Under 100 Tons $51.28 7A 3C 8P E UnderQround Sewer Et Water Yakima Power Equipment Operators- Truck Mount Portable Conveyor $51.70 7A 3C 8P Underground Sewer Et Water iYakima Power Equipment Operators- Welder $52.19 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Wheel Tractors, Farman Type $48.92 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Yo Yo Pay Dozer $51.70 7A 3C 8P Underground Sewer Et Water Yakima Power Line Clearance Tree Trimmers Journey Level In Charge $42.91 5A 4A Yakima Power Line Clearance Tree Spray Person $40.73 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A i i Trimmers Yakima ,'Yakima Power Line Clearance Tree Tree Trimmer Tree Trimmer Groundperson $38.38 $28.95 5A 5A 4A 4A Y 4 Trimmers Power Line Clearance Tree Trimmers lYakima Refrigeration Et Air Conditioning Mechanics Journey Level $28.11 1 Yakima Residential Brick Mason Journey Level $29.00 1 'Yakima Residential Carpenters Journey Level $17.14 1 i Yakima Residential Cement Masons Journey Level $11.86 1 x !Yakima Residential Drywall Applicators Journey Level $18.00 1 'Yakima `s Residential Drywall Tapers Journey Level $17.00 1 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 1 1 1 1 f] Page 15 of 16 Yakima Residential Electricians Journey Level $21.98 1 Yakima Residential Glaziers Journey Level $22.43 61 1 B Yakima Residential Insulation Applicators Journey Level $14.38 1 IYakima Residential Laborers Journey Level $11.02 1 Yakima Residential MarbCe Setter "s "� ` -" Journey�Level'" " "` - -: -'$29'.00 _ -.. -.. - -- Yakima Residential Painters Journey Level $16.32 1 Yakima Residential Plumbers Et Pipefitters Journey Level $20.55 1 Yakima Residential Refrigeration Et 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 Lavers Journey Level $17.55 1 Yakima Residential Sprinkler Fitters Journey Level $9.19 1 (Fire Protection) Yakima Residential Stone Masons Journey Level $16.00 1 Yakima Residential Terrazzo Workers Journey Level $9.19 1 Yakima Residential Terrazzo /Tile Journey Level $17.00 1 Finishers 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 5A 1X Yakima Sign Makers Et Installers . (Electrical) Journey Level $14.65 1 i Yakima Sign Makers Et Installers (Non- Journey Level $14.65 1 Electrical) Yakima Soft Floor Lavers Journey Level $23.11 5A 1 N Yakima Solar Controls For Windows Journey Level $9.19 1 Yakima Sprinkler Fitters (Fire Protection) Journey Level $26.36 1 Yakima Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) Yakima Stone Masons Journey Level $41.48 5A 1M Yakima Street And Parking Lot Sweeper Workers Journey Level $9.19 1 Yakima Surveyors 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 $20.00 1 Yakima Telephone Line Construction - Cable Splicer $35.09 5A 2B Outside ¢Yakima Yakima i F Telephone Line Construction - Hole Digger /Ground Person Installer (Repairer) $19.22 $33.63 5A 5A 2B 2B Outside Telephone Line Construction - Outside https .-// fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 Page 16 of 16 Yakima Telephone Line Construction - Special Aparatus Installer 1 $35.09 5A 2B Outside Yakima Telephone Line Construction - Special Apparatus Installer II $34.37 5A 2B Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Heavy)_ $35.09 5A 2B 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 Telephone Line Construction - Television Lineperson /Installer $24.66 5A 2B I Outside Yakima Telephone Line Construction - Television System Technician $29.42 5A 2B Outside Yakima s Telephone Line Construction - Television Technician $26.43 5A 2B Outside 'Yakima Telephone Line Construction - Tree Trimmer $32.95 5A 2B Outside ,Yakima Terrazzo Workers Journey Level $32.15 5A 1M i jYakima Tile Setters Journey Level $32.15 5A 1M Yakima Tile, Marble Et Terrazzo Finishers Journey Level $28.07 5A 1M 4 Yakima Traffic Control Stripers Journey Level $41.531 7A 1 K Yakima Truck Drivers Asphalt Mix $14.19 1 Yakima Truck Drivers Dump Truck Et Trailer(c.wa- 760) $36.36 61 2G }Yakima Truck Drivers Dump Truck(c.wa -760) $36.36 61 2G "Yakima Truck Drivers . Other Trucks(c.wa -760) $36.36 61 2G ,Yakima Truck Drivers Transit Mixer $38.96 1 Yakima Well Drillers Et Irrigation Pump Irrigation Pump Installer $25.44 1 s Installers Yakima Well Drillers Et Irrigation Pump Oiler $9.20 1 — Installers "Yakima Well Drillers Et Irrigation Pump Well Driller $18.00 1 — E Installers https:H fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 3/25/2013 I- 11 1 L t 1 ' Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) rBelow 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 an assembly /fabrication plant set up for, 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 rby 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. LJ 1 rSupplemental to Wage Rates 1 03/03/2013 Edition, Published February 1st, 2013 r 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 be considered to be non - standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be 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. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets See Std. Plans X 2. Metal circular frames (rings) and covers, circular grates, ! and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. 1 See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 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. 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. )( i 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch 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 diameter. May also be treated, #5. I Supplemental to Wage Rates 2 03/03/2013 Edition, Published February 1st, 2013 U 1 1 ITEM DESCRIPTION YES NO ' 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be j made from commercial bolt stock: See Contract Plans and Std. Plans for size and material type. 1 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be with X in accordance 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 i� 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 accordance with, Section 9- 28.14(3). _.. 13. ' _.__. .__.._....cr_.. __._.�.. .._.. ......... __...._.. Concrete Piling - - Precast - Prestressed ._. con_ ete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. X C 1 C� 1 1 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat, top slabs. See Std. Plans i 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. Supplemental to Wage Rates 03/03/2013 Edition, Published February 1st, 2013 X KI X I X i X 3 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans i X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X i I 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X I 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of I various sizes. Used for in ground storage of utility facilities and j controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities. j X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for I use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. ` i 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in j size and shape as shown in the PI ans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities j inspection, contact HQ. Lab. i 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 03/03/2013 Edition, Published February 1st, 2013 4 1 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 provided for approval prior to casting girders. See Std. Spec' Section 6- 02.3(25)A ITEM DESCRIPTION YES NO ' 30. 27. Precast Railroad Crossings - Concrete Crossing Structure j X Slabs. 28. 1, 18 and 26 in _ - _...._. ch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. j ' Fabricator plant has annual approval of methods and materials to j be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)A 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 provided for approval prior to casting girders. See Std. Spec' Section 6- 02.3(25)A - X ' 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 j 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 j 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. 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 Cover and X See Std. Plan. Supplemental to Wage Rates 5 03/03/2013 Edition, Published February 1st, 2013 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO -M -138 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 -111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to x fabrication I 38. Light Standard - Prestressed - Spun, prestressed, hollow concrete poles. X i i 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 Specia Provisions for pre- approved drawings. 4U. i rattic 5ignai 5tanoaras - i rattic 5ignai 5tanaaras Tor use on highway and /or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre- approved drawings I 41. Precast Concrete Sloped Mountable Curb (Single and Dual Faced) X See Std. Plans. Supplemental to Wage Rates 6 03/03/2013 Edition, Published February 1st, 2013 1 1 1 1 1 1 1 1 1 1 1 1 1 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. X �( NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed Custom SignStd ing Message Messa a 43. Cutting & bending reinforcing steel 44. Guardrail components X Custom Standard End Sec Sec 45. Aggregates /Concrete mixes Covered by WAC 296 - 127 -018 _.. 46. .._._._._...._... _. - -.. _ _.. ._..._. __._.. .._...._..._... _. __.._._. _...._..._.__.. ..... Asphalt _. .......... covered by WAC 296 - 127 -018 47. Fiber fabrics - 48. Electrical wiring/components 49. treated or untreated timber pile is 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber .X 52. Irrigation components Supplemental to Wage Rates 03/03/2013 Edition, Published February 1st, 2013 7 57. Cribbing I 58. Water distribution materials X 59. Steel "H" piles i X i 60. Steel pipe for concrete pile casings 61. Steel pile tips, standard ( X 62. Steel pile tips, custom X I 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 Supplemental to Wage Rates 8 03/03/2013 Edition, Published February 1st, 2013 ITEM DESCRIPTION YES NO 53. Fencing materials i X 54. Guide Posts j X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing I 58. Water distribution materials X 59. Steel "H" piles i X i 60. Steel pipe for concrete pile casings 61. Steel pile tips, standard ( X 62. Steel pile tips, custom X I 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 Supplemental to Wage Rates 8 03/03/2013 Edition, Published February 1st, 2013 - � The following occupations may be used m��o�in�in����ding���n�ming ' . � ��DOTo 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. Supplemental b/ Wage Rates 0 03/03/2013 Edition, Published February Ist, 2013 8� WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects - - -` —'- — � . -- project �� � ����� ' . -hi . ,----------'--- � the contract provisions, os provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on. or building heavy and highway construction projects h)r, or administered byVVGOOT. these Occupations will be excepted hnm the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. ° Electrical Fixture Maintenance Workers . * Electricians - Motor Shop 0� 0 Heating Equipment Mechanics ° Industrial Engine and Machine Mechanics ° Industrial Power Vacuum Cleaners * Inspection, Cleaning, Sealing of Water Systems by Remote Control ° Labonero - UndorgnoundSewer&VVoter ' ° Machinists (Hydroelectric Site Work) -' ° Modular Buildings ° Playground & Pork Equipment Installers ° PovverEquipnnentDparotors - UndorgroundGewer&VVater ° Residential ***ALL ASSOCIATED RATES` ° Sign Makers and Installers (Non -Electrical) ' ° Sign Makers and Installers /Bactrino|\ ° Stage Rigging Mechanics (Non Structural) - � The following occupations may be used m��o�in�in����ding���n�ming ' . � ��DOTo 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. Supplemental b/ Wage Rates 0 03/03/2013 Edition, Published February Ist, 2013 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296- 127 -018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (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 pe rform 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 coordi nated 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. Supplemental to Wage Rates 10 03/03/2013 Edition, Published February 1st, 2013 1 1 1 P� 1 (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 inr 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 public 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 del iver materials to a stockpile. (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 raterials 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.] Supplemental to Wage Rates 11 03/03/2013 Edition, Published February 1st, 2013 ' Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 ' Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker On public works projects, the hourly rate _ must be not less than the_p1gyailing.rate:ofwage minus the hourly ofthe_cost_of fringe benefts_actually provided for_.____._ _. ' the worker. , 1 ALL HOURS WORKED IN EXCESS OF EIGHT '(8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES TH &HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked ton Sundays and holidays shall be paid at double the hourly rate of wage. C. 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 and all hours worked on Sundays ' and holidays 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. ' i 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 all 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 worked on Labor Day shall be paid at three times the ' hourly rate of wage. G The first ten hours (10) 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. 1 I. All hours worked on Sundays and holidays shall also 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. Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 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 '(l0) hours -worked-oh Saturday shall be" paid atone and one -half times "Fthe 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. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. 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. 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 howl 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 and Sundays (except make -up days due to conditions beyond the control of the employer)) 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 outside 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. 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 pay in addition to holiday pay. I I 1 Benefit Code Key - Effective 3'3'2Ul3thruO'3O'JU13 — 2 ALL HOURS WORKED TN EXCESS CF EIGHT (0 HOURS PER DAY 0K FORTY (4m HOURS PER WEEK SHALL B8 PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE 0FWAGE. B All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. �-- ---`—' - C_—'-lkif'h��rs wor ed - =- ----���- worked on voo�u��a c�� n�m���m��mcb�d ��o[*��N|b�m )olidays shall be paid at two times the hourly rate of wage. ' F. The fimteight (X) hours worked ou holidays shall bc paid m the straight hourly rate of wage bn addition wthe holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of W� wage. G. All hours worked ou Sunday shall hx paid at two times the hourly rate of wage. Ail hours worked vo paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked nn Sunday shall hv paid at two times the hourly rate ofwage. All hours worked ou holidays shall bc paid at one and one-half times the hourly rate ofwage. 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 S,undays and holidays shall be pfid at one and one-half times the hourly rate of wage. m� K. 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 vfwage. ,/ � All hours worked w Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked ~~ � over 12 bon,a iuu day o,ou Sundays and holidays oboU be paid at double the hourly rate of wage. W. The fim/two (2) hours after eight (V) regular hours Monday through Friday and the fi,,teight (8) hours ouSaturday shall hc paid at one and one-half times the hourly rate ufwage. 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. 0oufou,-dxy. ten-hour Weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall hc paid at double the hourly rate vf wage. The fi,oteight (8) hours worked vu the fifth day shall bz paid utone and one-half times the hourly rate o[ wage. All other hours worked on the fi8h^sixth, and seventh days and ou holidays shall bv paid at double the hourly rate oywage. Y. All hours worked oo Saturdays (except for make-up days) shall hc paid at one and one-half times the hourly rate of N� wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and ' holidays shall ho paid at double the hourly rate ofwage. n� ». ALL HOURS WORKED rN EXCESS 0F EIGHT (8) HOURS PER DAY 0R FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE 0FWAGE. 0� 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 at I work on Saturdays shal I 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 hu paid m double the straight time rate ofpay Any shift starting between the hours of6-00pm and midnight shall - receive an additional one dollar ($100) 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 tohu performed oo overtime situations. After un employee has worked eight (8) hours u an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had o break of eight (8) hours vrmore. 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 I , 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. Holidav Codes 5 A. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after , Thanksgiving Day, and Christmas Day (7). I B. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after , Thanksgiving Day, the day before Christmas, and Christmas Day (8). I C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). I 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 (6). i 4 I I Benefit Code Key— Effective 3 -3 -2013 thru 8 -30 -2013 3. 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 I , 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. Holidav Codes 5 A. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after , Thanksgiving Day, and Christmas Day (7). I B. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after , Thanksgiving Day, the day before Christmas, and Christmas Day (8). I C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). I 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 (6). i 4 I I Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 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, y Christmas Eve Day, And Christmas Day (7). ' K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). ' L. Holidays. New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). ' N Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' 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, And Christmas Day (9). If A Holiday Falls On Sunday, The ' Following Monday Shall Be Considered As A Holiday. Q Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas ' Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After ' Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: 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 (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). ' Holiday Codes Continued ' 6. A. Paid Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, 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, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day (11). t H. Paid Holidays. New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, 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). 5 t - Benefit Code Key— Effective 3 -3 -2013 thru 8 -30 -2013 6 T Paid Holidays- New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The 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 Holiday Codes Continued 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 Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday E. 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. 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 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. i 1 1 ' Benefit Code Key — Effective 3 -3 -2013 thru 8 -30 -2013 7 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 '-T anksgivirig Day, -Affd Chrisffiias" "Day (8): ' "Any h6lid5y Which fall's`oti a Sbiiday shall Ue obscfved as a holidayon"_ '__ ___ 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 Saturday shall 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 Day, 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 O. 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 Employees 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, 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: 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 considered a holiday and compensated accordingly rNote Codes 8. 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 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5 00 per Foot for Each Foot Over 220 Feet Benefit Code Key— Effective 3 -3 -2013 thru 8 -30 -2013 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 I00' To 150' -$1.50 per Foot for Each Foot Over 100 Feet -- -- - - -Over 450' -To 200' 42.00 -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 gauge 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. I� a I� ��1 i i PROPOSAL - To the City Clerk ------- - ..:,......- _. ----------- - - - - Yakima, Washington This certifies that the undersigned has.examined the location of- City of Yakima River Road —16th Avenue to 6th Avenue Improvements City of Yakima Project No. 2314 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. 117 Page ITEM PROPOSAL BID SHEET City of Yakima River Road 16th Avenue to 6th Avenue Improvements - - - Ify Project No. 2314 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS 1 SPCC PLAN 1 LS 1-0715 2 MOBILIZATION 1 LS �,/� y 1 -09.7 1. `1? 3 EROSION/WATER POLLUTION CONTROL Dollar EST $3,000 $3,000 8 -01.5 4 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS CIO p0 1 -10.5 5 CLEARING AND GRUBBING 1 LS ,,��� C 'T my ✓ .� 4 ov-v 2 -01.5 6 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1 LS Z CID �-p Z �� ov Z) OM 2 -02.5 1 SAW CUT 750 LF S� 2 -02.5 8 ROADWAY EXCAVATION INCL. HAUL 2,100 CY 2 -03.5 9 STRUCTURE EXCAVATION CL. B INCL. HAUL 450 CY 2 -09.5 10 CRUSHED SURFACING BASE COURSE 14-04.5 1,961 TON � Z� 3 Z� 11 CRUSHED SURFACING TOP COURSE (For Trench Bac"11) 525 TON 14- 5-0 7, (p1 Z Sa 12 14-065 ASPHALT TREATED BASE 1,450 TON 7 0 � s(j O 1 d° -° 13 HM L''Y2 INCH PG 64-28 1,120 TON $�� ft 5 14 15-04.5 HMA FOR APPROACH - CL 1/2 INCH PG 64-28 20 TON j I s c� Z 300v 15 A LING BITUMINOUS PAVEMENT 360 SY — �� Z' 1 BOO 5-0 16 SCHEDULE A STORM DRAIN PIPE 12 IN. DIAM 300 LF I �-- S'q.ap 7 -04.5 17 17-05.5 24 IN. UNDERDRAIN PIPE INFIL. TRENCH SYSTEM 165 LF OO SO --- 0'O 13, Z O D �— 'Y- 1191 Page ITEM PROPOSAL BID SHEET City of Yakima River Road , I 6th Avenue t' 0 6 Avenue Improvements _.......,....City Project No.-2314 - ' (Page 2) ITEM PROPOSAL ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS NO. 18 36 IN. UNDERDRAIN PIPE INFIL. TRENCH SYSTEM 170 LF I ZQ Zn -V0!S 4 7 -05.5 19 CATCH BASIN TYPE 1L 12 EA (JL7�� 7 -05.5 20 PRETREATMENT MANHOLE 17-05.5 2 EA S0).M 21 ADJUST CATCH BASIN 1 EA 7 O 7 00 � 7 -05.5 22 IRRIGATION BOX COVER 1 LS �O '7 p p 4D l p p 8 -03.5 23 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 100 CY Z Z (f0 ZJ� 7 -08.5 24 ESC LEAD 20 DAY CIO 8 -01.5 25 8 04 ENT CONC TRAFFIC CURB AND GUTTER 4,865 LF J 'j Z,q 26 COMM ERCIAL DRIVEWAY APPROACH 9 EA � OV7& 5 27 CEMENT CONC RESIDENTIAL DRIVEWAY APPROACH 250 Sy ��� I I z p I 28 CEMENT CONC. SIDEWALK 900 SY �'To ov �j(oJ am 8 -14.5 29 1MAILBOX SUPPORT TYPE 2 2 wM `'"� I 7-M 8-185 J 30 ILLUMINATION SYSTEM, COMPLETE 1 LS gpjavfl�° 9b, ova 01° 31 ELECTICAL SERVICE, COMPLETE 1 LS Qp 8 -21.5 32 PERMANENT SIGNING 1 LS ZJ am 8 -22.5 33 PAVEMENT MARKINGS' 1 LS S ��p� $ � a-M 8 -22.5. J 34 REPAIR AND REPLACEMENT EST DOLLAR $25,000 00 $25,000.00 8 -30.5 Total: $Z.OJ szo — 1211Page 1� 4 i J BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, or cash in the amount of $:. N/A which amount is not less than five percent of the total bid. Sign Here . BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, .Granite Construction Company as principal, and Federal Insurance Company ,.as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of s- (FIVE PERCENT), of .bid amounts for the i - ' ..m payment of which the Principal and the Surety bind themselves; their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. I ' The condition of this obligation is such that if the Obligee shall make any award to the Principal for River Road Improvements N. 16th Ave to N. 6th Ave. 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 tPrincipal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force-and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. 'w SIGNED, SEALED AND DATED THIS _2nd- -_. -. DAY OF .April 2013 E Granite Construction Company MartirA P. Ma son, VP Washington Region Principal - Federal Insurance Company Li lian T p, Attorney -in -Fact Surety r II, «- Received return of deposit in the sum of $ 123�Page ACKNOWLEDGMENT State of California County of Santa Cruz ) On April 2, 2013 before me, M.I. Barron, Notary Public (insert name and title of the officer) personally appeared Lillian Tse, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal Signature A, 4M'X\ M.I. Barron, Notary Public I wG: M. 1. BARRON �� Comm, 1929000 NOTARY PUBLIC- CALIFORNIA SANTA CRUZ COUNTY .S@ MY COMMIMION EXPIRES MAR 18, 2015 .. PURONFAW IcChubb POWER Federal Insurance Company Attn: Surety Department Surety OF Vi slant Insurance Company 15 Mountain View Road ATTORNEY Pacific Indemnity'Company Warren, NJ 07059 Know All by These COMPANY, a New coiistitute and ap o. Stinson and LflNaI 'each as their true and,lawful Attorney- in- Fact to exeoute under such designation in' their names and to affix their corporate, seals to and deliver for and on their behalf ' is surety thereon or otherwise,: txmds and undertakings and other ritings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business on behalf of Granite Construction Incorporated and all Subsidiaries alone or In )Dint venture— in connection with bids, proposals or contracts to'or with the United States of America, any State or political subdivision thereof or arty peison,.firm or egrporatton. And the execution of such bond or obligation by such Attorney- ir- Fact in the Company's name and on its behalf as surety thereon`or otherwise, under its corporate seal, in pursuance of the authority hereby conferred shall, upon delivery.thereof, be valid and binding upon the Company. ' In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this a day of March, 2013. Down M. Chloros, Assistant Secretary B. Norris, Jr., Vice rdent STATE OF NEW JERSEY ss County of Somerset On this 5th day or March, 2013 before me, a Notary Public of New Jersey, personally came Dawn M. Chloms, to me known to be Assistant Secretary ' of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which.exeaded the foregoing Power of Attorney, and the said Dawn M. Chloros, being by me duty swom, did depose and say that he is Assistant Secretary of FEDERAL. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seats and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with David B. Norris, Jr., and knows him, to. be Vice President of said Companies; and that the signature of David B. Norris. Jr., subscribed to said Power of Attorney is in the genuine handwriting of David 8, Norris, Jr., and was thereto subscribed by authority of said By- Lays and In deponenrs presence. Notarial Seal KATHERINE J. ADHAAR -NOTARY PUBLIC OF NEW JEk5F1 1AR Y W. 231'6685 ®e® C.on> Ettpir= July 1 b, 7014 Notary Public ' CERTIFICATION Exlroct.ireorrOhe By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and -shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective ' designations. The signature of such officers may be engraved, printed or lithographed. The signature of esch:of the'folloMng officers: Chairman. President. any Vice President, any Assiatant Vice President, any Secretary, any Assistant Secretary and the seal of.the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bards and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powerao executed and certified by such facsimile signature and facsimile seal shall.be valid and binding upon the Company Win respect to ' arty bond or undertaking to which it is attached! ` . t I I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the 'Companies'] do hereby certify that (i) the foregoing extract of the By- Laws of the Companies Is true and correct, - ' (ti) the Companies are duly licensed arid authorized to transact surety business in all,50 Of the United States of Ameriea and the District of Columbia and are authorized by Me U.S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rica and the, U.S. Virgin islands; and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and — (iii) the foregoing Power of Attorney is true, contact and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this April 2, 2013 M_ IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,, VERIFY THE AUTHENTIC rrY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE ONTAcr US ATADDRESS LISTED ABOVE, biz SY TeleDhone (908) 903 -3493 Fax (908) 903- 36S6 a -mail: suretvCat'chuhh.rnm Form 15=10.07548 - U (Rev. 10- 02) CORP CONSENT F PROPOSAL ' River Road 16th Avenue to 6th Avenue Improvements City Project No. •23 -14 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 D $ 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) & tSIG T RE U RI �(s�) PROPOSAL MUST BE SIGNED —> ' Martin P. Matheson - VP Washington Region FIRM NAME Granite Construction Company (ADDRESS) 80 Pond Road _ 509/454 -8566 Yakima, WA. 98901 ' . PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER GRANICC916DL 9 4 0 5 1 9 5 5 2 FEDERAL ID No. WA STATE EMPLOYMENT SECURITY REFERENCE NO. 232166009 Note: r (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. '- 12,6 Page COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT rThe 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 - Doi lars ($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 Ihired 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 rThe 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 t 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 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. Firm Name: Granite Construction Companv Dated this n_ day of i�� 1 , 20 1-5 . Signature: ' Printed Name: Martin P. Matheson VP - Washington Region Phone #: — 509/248 8-3 -769 - -- Email Address: pPtP mathPGnn(agc -inr, r-nm INON - 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: .- . _......_..- - - - - _.-.... - - --. __... _._ . --t.-- - -. . 1. That the undersigned person(s), firm, "association or corporaon has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. ' 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration ' NOTICE TO ALL BIDDERS To report bid rigging activities call '1-800-424-9071 129 1 P a g e - - - -- - - - - -.. 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 wThe activities. "hotline" is USDOT's part of 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. 129 1 P a g e - - - -- - - - - -.. 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, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, ' color, religion, sex or national origin. Such action shall include, but not be limited to the following- employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause *(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 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 investigation to ascertain compliance with such rules, regulations, and orders. 1 "(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 maybe 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 " 1 1311 Page IWOMEN 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.comm,itted to take_ all necessary and reasonable steps_in, accordance with state and federal, rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000 Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. ' This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. 1 1 1 ------ - --- -- -- -------- 1331 Page ' RESOLUTION N0. D - 48 16 _._A .RESOLUTION. adopting-.a "Women .And Minority Business -Enterprise __._._.. ' Policy "for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- , prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that 1 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 Minority Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. �Q ADOPTED BY THE CITY COUNCIL this •�,Q Lit day of 1983. ATTEST: 1 1351Page ity Clerk FEW � L , I AFFIRMATIVE ACTION PLAN ' The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of ' Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its ' failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its t 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. II 1 All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific. Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: 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. 1371 Page 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 requirements, tests, etc. 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. 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 sure that 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 11.246 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. 1381 Page i CJ 11 1 H 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, which will be deemed a part of the resulting contract. Granite Construction Company certifies that: (BIDDER) ' 1. It intends to use the following listed construction trades in the work under the contract and; ' w 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: — and; ' 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certification required by these Bid Cond "pions. 1 -- Martin P. Matheson (Signature of Authorized Representative of Bidder) 1, 1391 Page it GRANITE CONSTRUCTION COMPANY CERTIFICATE OF SECRETARY RESOLVED, that, effective January 1, 2013 through December 31, 2013, the individuals named on the attached Exhibit 1 are authorized to negotiate, execute and attest electronic and paper documents necessary'for the conduct of the Company's affairs with respect to the submission and execution of construction project bids, bid proposals, bid addenda and all other bid - related documents prepared and submitted on behalf of the Company not to exceed $25 million, relating to any and all domestic construction projects arising out of the Company's operations. ,RESOLVED, that, effective January 1, 2013 through December 31, 2013, the individuals named on the attached Exhibit 2 are authorized to negotiate, execute and attest electronic and paper documents necessary for the conduct of the Company's affairs with respect to the submission and execution of construction project bids, bid proposals, bid addenda and all other bid - related documents prepared and submitted on behalf of the Company not to exceed $75 million; relating to any and all domestic construction projects arising out of the Company's operations. I, Richard A. Watts, do hereby certify that I am duly qualified as Secretary of GRANITE CONSTRUCTION COMPANY, a California corporation (the "Company "); that the foregoing is a true and correct copy of a resolution duly adopted effective January 1, 2013 by unanimous written consent of the Executive Committee of the Board of Directors, held without a�meeting in accordance with the provisions of Article III, Sections 9 and 15 of the Bylaws of the Company; that the Directors acting were duly and regularly elected; and that the resolution adopted has not been modified or repealed and is still in full force and effect. I Dated: January 7, 2013 �uLNG- YL.i�1�4 �tiY Richard A. Watts IEXHIBIT 1 ILASHARED.000VALL\CORP Colporate108 -0025 MWi gs\Authod.d Branch Sig=N2013 \01.02.13.GCC CERT with EJdbii FINAL.docx AUTHORIZED SIGNERS Granite Construction Company Washington Region DESIGNATED SIGNERS ' Cevin Ladwig Sr., Operations Manager Thomas S. Zamzow, Project Executive — Large Projects Ron D. Egge, Large Project Estimator Travis Walken, Senior Estimator J. Peter Welch, Senior Estimator Sonny Chavez, Business Manager ' Jeremy Deemer, Senior Project Manager Paul Harding, Area Manager Rich D. Henderson, Large Project Estimator ' Benjamin J. Harding, Construction Manager Carter Rohrbough, Operations Manager Andrew B. Thompson, Senior Project Manager ATTESTORS ' Cevin Ladwig Sr., Operations Manager Thomas S. Zamzow, Project Executive — Large Projects Ron D. Egge, Large Project Estimator ' Travis Walken, Senior Estimator J. Peter Welch, Senior Estimator Sonny Chavez, Business Manager Jeremy Deemer, Senior Project Manager Paul Harding, Area Manager Rich D. Henderson, Large Project Estimator Benjamin J. Harding, Construction Manager Carter Rohrbough, Operations Manager ' Andrew B. Thompson, Senior Project Manager ILASHARED.000VALL\CORP Colporate108 -0025 MWi gs\Authod.d Branch Sig=N2013 \01.02.13.GCC CERT with EJdbii FINAL.docx 0 1 1 1 1 1 1 1 1 1 i 1 1 EXHIBIT 2 AUTHORIZED SIGNERS Granite Construction Company Northwestern Group U DESIGNATED SIGNERS Rod Cooper, VP Nevada Region Martin P. Matheson, VP Washington Region Brad Sweet, VP Utah Region Derek Betts, VP Alaska Region David B. Smith, VP Large Projects _ SUBCONTRACTOR CERTIFICATION . _ ' Subcontractors' Certification is not required at the time of bid This Certification must be completed by each subcontractor prior tu award uf any subcontract. certifies that: (SUBCONTRACTOR) It intends to use the following listed construction trades in the work under the subcontract � As to those trades for which Kis 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 Cundition.thouatnodaabeing- _ 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. 1411 Page (Signature of Authorized Representative ofSubcontractor 1 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification_ will render the -bid ,.non responsive. „ -- __. . ....... _ -_ Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the ' contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. ' Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. tViolation 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 1431 P a g e - - - - -- - -� 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.minor.ity -and .wornen employees._.._. __.__ _. _._.--- .... _ - -_ The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the. Director Office of Federal Contractor Compliance US Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 1441 Page ' BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, ' -and su mitts -on the orm 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. ' 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. The following forms are to be executed after the contract is awarded- ' 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. t 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. D n 1 1451 Page ASPHALT NEW R/W ROCK PLANTER AREA PUMP HOUSE —p 6' CHAIN LINK EX. R/W ROCK PLANTER AREA 6' T T T T T T PPL# 132701 TPED II OP OP\t -- OP OP --rl OP OP OP - OP OP - UP I GAS GAS GAS GAS GAS GAS GAS GAS - � II CEX. PUMP HOUSE TO •7 II BE MODIFIED BY OWNER ----------------- --- ------------------- ----- JL ---------- - - - - - -- - - - - -= --------- - - - - -- oe II TO REMOVE THE STRUCfiUR'E FROM THE PROPOSED ROADWAY 25 —/ — w w w w w w w w CONSTRUCT FRAME r TO RAISE IRRIGATION STRUCTURE TO BSW ELEV. INSTALL LOCKABLE STEEL LID I I 1 91 II CAPABLE OF H2O LOADING ON II FINISHED IRRIGATION STRUCTURE. S S S jj S S S EX, CONC. 1100.09 II EX. CONC. 1100.17 II DRIVEWAY I II EX. MAILBOXES 5• DRIVEWAY PPL# 13210 UP _ 6• OLD UNION CANAL WOOD COV ED CONC. CANAL EX. R/W FLAG LIGHTED POLE SIGN MAIL BOXES TO BE REMOUNTED NEW BSW 1100.70-/ ON TYPE 2 MAILBOX SUPPORT • (FIELD LOCATED) SCALE V= 10' NEW BSW 1100.68 APPROVED 3 -15 -13 CITY OF YAKIMA - ENGINEERING DIVISION IRRIGATION DETAIL P1 r r rr r r r r r� rr r rl rr r� rr r� r r rr C m `G O o D~' A Z o 5 1 �7 o O v D �D m fn O v D m 0 cn _0 m CD n 0) z 5 NEW & EXIST. R/W MONUMENTED 1 /16th UNE & R/W 5' o 30' i R/W o 19' 19' m m � Z 2:1 s CD CD S 0 m' C (Q o � v m 0 F 7 , O I �6" (MIN) C m `G O o D~' A Z o 5 1 �7 o O v D �D m fn O v D m 0 cn _0 m CD n 0) z 5 NEW & EXIST. R/W MONUMENTED 1 /16th UNE & R/W 5' ROADWAY 20' I 30' i R/W --1' 19' 19' 5' I 2:1 I 0-12' VARIES I L� 2% 2% 2% I EXISTING RIVER ROAD"�•�� I 7 , �6" (MIN) I �6" (MIN) 7 COMPACTED SUB GRADE 0.17' HMA CL 1/2', PG 64-28 (COMPACTED DEPTH) 0.33' ATB (COMPACTED DEPTH) 0.5' CSBC (COMPACTED DEPTH) TYPICAL SECTION STA. 12 +00 to STA. 23 +18 NEW & EXIST. MONUMENTED 1 /16th UNE ROADWAY .. R/W R/W & R/W I 5' 20' 30' 11' �I 19' I 19' 5' 6 I I 2% 2% 2% �--6' " -6" (MIN) COMPACTED SUB GRADE (MIN) 0.17' HMA CL 1/2', PG 64-28 (COMPACTED DEPTH) 0.33' ATB (COMPACTED DEPTH) 0.5' CSBC (COMPACTED DEPTH) i j TYPICAL SECTION STA. 23 +18 to END ,j M M M� M M M s M M M M M 0 o U � j m \ � O FRAME AND VANED GRATE �s. 12" 4 ", 6 ", 12" OR 24" 1° y_ ONE #3 BAR FOR EACH 6" HEIGHT INCREMENT SPACED EQUALLY RECTANGULAR ADJUSTMENT SECTION / #3 BAR TWO #3 BAR EACH CORNER HOOPS REDUCING SECTION EAC#3 BAR H SIDE PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 18" PLAIN CONCRETE ALL METAL PIPE 21" CPSSP * (STD. SPEC. 9. 05.20) 18" SOLID WALL PVC 21" (STD. SPEC. 9. 05.12(1)) PROFILE WALL PVC 21" (STD. SPEC. 9- 05.12(2)) it CORRUGATED POLYETHYLENE STORM SEWER PIPE 4Y #3 BAR HOOP NOTES 1 As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square.inches per foot, shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout shall not be greater than 26 ", in any direction. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification'9.04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' 4. The frame and grate may be installed with the flange down or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper 6. The opening shall be measured at the top of the Precast Base Section. 7 All pickup holes shall be grouted full after the basin has been placed. #3 BAR EACH CORNER 18" MIN 8 / ,� �� OAF RA,Sy�I • J� �' OA 'Per 44535 CJ, iTF•R' � \` � 3�� CATCH BASIN TYPE 1 L STANDARD PLAN B- 5.40.01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich III 06 -16 -11 (SEE NOTE 1) STATE DESIGN ENGINEER DqE PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION WAS W-hi gro. 5m. o.pamR.m nrl eR:po laM1O" it NOTES s `i 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin maybe sloped to facilitate cleaning. m 3. The rectangular frame and grate may be installed with the flange up or down. i The frame may be cast into the adjustment section. 0 4. Knockouts shall have a wall thickness of 2 "•minimum to 2.5" maximum. Provide a 1.5' minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. CATCH BASIN FRAME AND VANED GRATE .i OR MANHOLE RING AND COVER �: Y CATCH BASIN DIAMETER z MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6" 36" f H 54" 4.5" 8" 42" 8• REINFORCING STEEL (TYP.) 5- 8' Q. 8' 72" RECTANGULAR ADJUSTMENT SECTION 8" 6o' 12. GRAVEL BACKFILL FOR 84" 8' 12" - OR CIRCULAR ADJUSTMENT SECTION 96' 8' 12" , , 'O' RING 120' 10" U U 96' 12" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER FLAT SLAB TOP (48' - 72' ONLY) 84' 60' 48' ° 144" 78' 96" 60" 48" 1 48" a � o SEE TABLE ° MORTAR (TYP -) b _ fn STEPS OR LADDER �: Y CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER z MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6" 36" f H 54" 4.5" 8" 42" 8• REINFORCING STEEL (TYP.) 5- 8' Q. 8' 72" 6- 8" 6o' 12. GRAVEL BACKFILL FOR 84" 8' 12" - 12" 96' 8' 12" PIPE ZONE BEDDING 'O' RING 120' 10" 12" 96' 12" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER 12' (48' - 72' ONLY) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6" 36" S. 54" 4.5" 8" 42" 8• 60' 5- 8' Q. 8' 72" 6- 8" 6o' 12" 84" 8' 12" 72' 12" 96' 8' 12" 84" 12" 120' 10" 12" 96' 12" 144' 12' 12" 108" 12' PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVCOO PROFILE WALL PVCOO 48" 24' 30' 24" 30" 30" 54' 30• W. 30" 36' 36" 60" 36" 42" 36" 42" 42" 72" 42• 54• 42" 48" 48" 84' M. 60• M. 48' 48" 96- 60' 72" 60" 4a" 48" 120' W. 84' 60' 48' 48" 144" 78' 96" 60" 48" 1 48" T Corrugated Polyethyiene Storm Sewer Pipe (Standard Specfl)catlon 9. 05.20) APPROVED FOR PUBLICATION Q (Standard Speclflcatlon 9- 05.12(1)) Pasco Bakoffch 111 02 -07 -12 ®(Standard Specification 9. 05.12(2)) M, DMG1B f� are Wmhlegbn StoM1 C.7 ar Tmmperhllan j I t � GTS�R CV 1rASy�'Aj� fill �O q. .y 44535 Oe eoI STee� SsJONAL a Q'�G e�� Qi8r1 ,CATCH BASIN TYPE 2 STANDARD PLAN B- 10.20-07 ;i SHEET OF 1 SHEET T Corrugated Polyethyiene Storm Sewer Pipe (Standard Specfl)catlon 9. 05.20) APPROVED FOR PUBLICATION Q (Standard Speclflcatlon 9- 05.12(1)) Pasco Bakoffch 111 02 -07 -12 ®(Standard Specification 9. 05.12(2)) M, DMG1B f� are Wmhlegbn StoM1 C.7 ar Tmmperhllan j I t FACE OF CURB -� VARIES 12" TO 24" �� FACE OF CURB – FACE OF CURB FACE OF CURB 1 VARIES 61/2" 1" 10" TO 22" L 1" L. 6 1/2 "-„ VARIES FROM 6" TO 0", MAINTAIN 1H 6V SLOPE (SEE CONTRACT) L51/2" L1" 'VARIES i �ON SIDE OF CURB 1' R. 1"R - 1" R. 1" R. / MATCH ROADWAY _ ° J _ MATCH ROADWAY 1/2" R _� MATCH ROADWAY _ MATCH ROADWAY SLOPE _ i SLOPE R. SLOPE 1/2• R / / SLOPE 12" R. ;nl – ROADWAY m �,– 12., R. ROADWAY - - -__ i ROADWAY ROADWAY – \ ° / / 12 R i� – 12" R. LL O .� '' ° ° C • 11 V • Q' / ° ° ' i ,l 11 12" 11 12" 1' - 6" 1O– 1 • 6" DUAL -FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES i -' 12" R. ` 1 R CEMENT CONCRETE OR 6" CEMENT CONCRETE NOTE 1— ASPHALT CONCRETE 12" R CURB RAMP, LANDING, io1 SIDEWALK OR PATH OR DRIVEWAY IL VARIES 1" R / ENTRANCE 1 See Standard Plan F -30.10 for Curb Expansion and FROM Contraction Joint spacing. > FLUSH WITH GUTTER PAN AT CURB (' 3/8" PREMOLDED JOINT FILLER ° tO RAMP ENTRANCE 12" VERTICAL LIP (WHEN ADJACENT TO CEMENT 3/e" PREMOLDED AT DRIVEWAY ENTRANCE CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, / AND DRIVEWAY ENTRANCES 000 �R'i 1'.Ii��I e FACE OF CURB FACE OF CURE - i `�4 R`v O r ➢ASq�1GT lO 8 w FACE OF CURB LL VARIES 12" 70 24" � � FACE OF CURB �•� � g o m VARIES 1" 10" 70 22' ^� i" 6 1 /2 " --I k k g (SEE CONTRACT) 3"1 4" 5 12"I 1" R. L� O y F�'I 32350 0 1 "R.– – 1 "R. 12 "R 1"R. i f 12 R � ROAD WAY ! ROADWAY ROADWAY ROADWAY, 63 << CEMENT CONCRETE CURBS STANDARD PLAN F- 10.12 -02 1 3/4" 1 3l4" 6 1l4" 8 1/4" ;+ SHEET 1 OF 1 SHEET 'i ! APPROVED FOR PUBLICATION Pasco Sakodch /II 06 -16 -11 DUAL -FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT s "re oesicH Enci "�" onre Wmhinplon SMS Depamnsril ofTmmporfvlion CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB -" t z 13' - 0 1/4" Y r-- 316" PREMOLDED JOINT FILLER r y ,( r '- i- m �d 0 12" R. SECTION O FACE OF _ CENTERLINE OF FRAME 8 GRATE - SEE NOTE 2 a�• kl E Op P'ASy�I, O � CURB �v 2'- 10 1/2• 13" 1' _SLOPE THE GUTTER PAN DOWN TO 1" R MATCH ', THE RECTANGULAR FRAME 6 1/2" 5 12" _ I s70NAL F'�w I �ROADWAY 1 SLOPE � m / TOP OF I `,5" � CEMENT CONCRETE REOESS 1/2" R. �� ROADWAY 1" R. � 12" 1 � 1 i GUTTER PAN — INCLUDED IN CURB AND GUTTER BID ITEM PLAN VIEW - APPROVED FOR PUBLICATION CATCH BASIN GUTTER PAN Kevin J. Dayton 12 -20-06 — DESION FNDN— D�iE Washinpbn 51ote U.pomnxrt oflmm,P�� inn SECTION O VARIES 1 1' -6" - 2' -10V 61/2" FACE OF CURB I.-5 12112" J 1" 12" R 1•• R. MATCH ROADWAY ` SLOPE I" R ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUTTER BID ITEM _ DRAINAGE STRUCTURE - NOT INCLUDED IN CURB AND GUTTER BID ITEM SECTION O 1/2"R. TOP OF ROADWAY I 5' -0 "R / \/ CEMENT CONCRETE CURB AND GUTTER 1 NOTES 1 The intent of this design is to facilitate the compaction of Hot Mix Asphalt pavemerit adjacent to a drainage structure. 2. The centerline of the,drainage structure may differ from the centerline of the frame and grate. ISOMETRIC VIEW •. 3'� a�• kl E Op P'ASy�I, O 8 �v Wall s70NAL F'�w " i EXPIRES JULY 27,2007 LutSC= €� CEMENT CONCRETE \_ RECTANGULAR FRAME AND GRATE - NOT GUTTER PAN — INCLUDED IN CURB AND GUTTER BID ITEM PLAN VIEW - APPROVED FOR PUBLICATION CATCH BASIN GUTTER PAN Kevin J. Dayton 12 -20-06 — DESION FNDN— D�iE VARIES 1 1' -6" - 2' -10V 61/2" FACE OF CURB I.-5 12112" J 1" 12" R 1•• R. MATCH ROADWAY ` SLOPE I" R ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUTTER BID ITEM _ DRAINAGE STRUCTURE - NOT INCLUDED IN CURB AND GUTTER BID ITEM SECTION O 1/2"R. TOP OF ROADWAY I 5' -0 "R / \/ CEMENT CONCRETE CURB AND GUTTER 1 NOTES 1 The intent of this design is to facilitate the compaction of Hot Mix Asphalt pavemerit adjacent to a drainage structure. 2. The centerline of the,drainage structure may differ from the centerline of the frame and grate. ISOMETRIC VIEW •. 3'� a�• kl E Op P'ASy�I, O 8 �v Wall s70NAL F'�w " i EXPIRES JULY 27,2007 LutSC= €� CEMENT CONCRETE CURB.AND GUTTER PAN STANDARD PLAN F- 10.16 -00 SHEET 1 OF 1 SHEET - APPROVED FOR PUBLICATION Kevin J. Dayton 12 -20-06 — DESION FNDN— D�iE Washinpbn 51ote U.pomnxrt oflmm,P�� inn MATCH SIDEWALK WIDTH - 40" MIN. SEE CONTRACT PLANS 318" EXPANSION JOINT (TYP.) - SEE STANDARD - PLAN F -30.10 SIDEWALK SEE NOTE 6 Q-� BUFFER STRIP - SEE CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN w 0 w m 0 GRADE BREAK - SIDEWALK SEE NOTE 6 PEDESTRIAN CURB SEE NOTE 5 0" NOTES 1 This plan is to be used where pedestrian crossing in one direction is not STRIP BUFFER Permitted. ' 2. Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans. PEDESTRIAN CURB 3 Where "GRADE BREAK' is called 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- ences in front of the curb ramp or on any part of the curb ramp or landing. 3" R. CURB 1, GUTTER SEE NOTE 5 STANDARD PLAN F -30.10 I / • LANDING MATCH SIDEWALK � WIDTH - 4'0" MIN. Y SEE CONTRACT PLANS PEDESTRIAN CURB slop e of the curb ramp shall be as flat as feasible. SEE NOTE 5 CURB RAMP i - SEE NOTES MATCH SIDEWALK I •' WIDTH - 4' 0" MIN. A �l�� 1�g r SEE CONTRACT PLANS — — LANDING 318" EXPANSION JOINT - SEE �t NOTES 1 This plan is to be used where pedestrian crossing in one direction is not STRIP BUFFER Permitted. ' 2. Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans. PEDESTRIAN CURB 3 Where "GRADE BREAK' is called 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- ences in front of the curb ramp or on any part of the curb ramp or landing. 3" R. CURB 1, GUTTER SEE NOTE 5 STANDARD PLAN F -30.10 I / • LANDING - � to steep grades. When applying the 15 foot maximum length, the running Y r slop e of the curb ramp shall be as flat as feasible. FACE OF 5'- 0" MIN. J 5. See the Contract Documents for the curb design specified. See Standard Plan F -10.12 for Curb, Curb and Gutter, and Y1 `, 9. Curb ramps and landings shall receive broom finish. w l'O A �l�� 1�g r ` — — z 3 R 5' - 0" MIN 3" R� S Q .yam N Pedestrian Curb details. 6. See Standard Plan F -30.10 for Cement Concrete Sidewalk Details. or SIDEWALK J7 U ; ,.. v ! °� See contract plans for width and placement of sidewalk. \ - -U DETECTABLE WARNING SURFACE F SEE NOTE 6 BUFFER r \ DETECTABLE WARNING SURFACE SURF 7 and Gut a jrb Ramp Type _" does not include the adjacent Curb or Curb and Gutter Curb or Sidewalk, or the � SEE STANDARD PLAN F-"A0 STRIP ,. � J SEE STANDARD PLAN ,Pedestrian pedestrian crossing closure L CURB 8 GUTTER SEE NOTE 5 CURB 1, GUTTER SEE NOTE 5 B. The curb ramp maximum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope indefinitely when connecting CURB RAMP -/ PEDESTRIAN CROSSING CURB RAMP to steep grades. When applying the 15 foot maximum length, the running CLOSURE SIGN FACE OF SEE NOTES slop e of the curb ramp shall be as flat as feasible. FACE OF CURB , CURB PLAN VIEW PLAN VIEW 9. Curb ramps and landings shall receive broom finish. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B See Standard Specifications 8 -14. CURB RAMP DETECTABLE WARNING 1" RADIUS SURFACE - SEE DETECTABLE WARNING SURFACE CORNER �� STD. PLAN F -46.10 0" MAX - SEE STANDARD PLAN F -45.10 15' - 0" MAX 15' - 0" MAX NOTE 8 COUNTER SLOPE SEE NOTE 8 SEE NOTES PEDESTRIAN CURB DEPRESSED CURB AND GRADE 5.0% MAX. GRADE BREAK GRADE GUTTER -SEE NOTE 5 r GRADE BREAK BREAK BREAK / _ GRADE 90' ANGLE / SIDEWALK SIDEWALK / BREAK SEE NOTE 6 SEE NOTE 6 RADIUS MAY _ t 5 MAx 2 0% MAX. TOP OF 8 3 % MAX. 2.0% MAX. 8.3% MAX. VARY - -� ROADWAY _ . - - - - - -- -- •, o a DEPRESSED Q a 1 g LANDING CURB 8 GUTTER CURB RAMP LANDING ` CURB RAMP - SEE NOTE 5 DETAIL R OF ASyJ�I ^T �p Y 3 SECTION O "CEMENT CONCRETE CURB RAMP' T SECTION O "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION B" PAY LIMIT SEE NOTE 7 ISOMETRIC VIEW ISOMETRIC VIEW TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B PAY LIMIT PAY LIMIT t; LEGEND SLOPE IN EITHER DIRECTION •• �0 P, J' uG RON :a SINGLE DIRECTION CURB RAMP STANDARD PLAN F- 40.16 -01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION !Pasco Bakotich N 06 -03 -10 STATE DESIGN E-EER - '� wD,hllgloR swro wvDmR.m or rD,R:PO.IDrIeD i �— A - -.� A NOTES 1. The Detectable Warning Surface (h shall extend the full width of the DETECTABLE e la LE WARNING curb ramp (exclusive of flares) e landing. CURB RAMP, LANDING, CUT- SURFACE (OWS) - t D The Detectable Warning 1 THROUGH OR WALKWAY SEE NOTE 3 2. g Surface shall be placed at the back of curb, and E need not follow the radius. MIN. MAX. A 1.60" z' 3. The ram of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. A i i B D �j B 0.65" — BACK OF CURB - 2'- 0" MIN. - I SEE NOTE z 4. The rows of truncated domes shall be aligned to be parallel to the �— - - C O.aS 0.90' TIP IC ALL direction of travel. TRUNCATED DOME APPLICATIONS D D.B" 1.40" SECTION O E 0.2" 0.2" 5. If curb and gutter are not present such as a placed at the p path connection, the Detectable Warning Surface shall be placed at the pavement edge. i SEE STANDARD SPECIFICATIONS FOR 6. See Standard Plans for sidewalk and curb ramp details. COLOR OF SURFACE CURB RAMP 7 If a curb ram TRUNCATED DOME SPACING TO WIDTH OF CU NG CURB AND GUTTER p ' S required, the location of the Detectable Warning Surface SEE NOTE 3 0 TRUNCATED DOME DETAILS LANDING, CUT - THROUGH OR WALKWAY must be at the bottom of the ramp and within the required distance from the rail. e DETECTABLE WARNING SURFACE DETAIL = am OFFSET 8. When the grade break between the curb ramp and the landing is less than CURB RAMP LANDING SEE NOTE 6 or equal to 5 R from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp. WIDTH OF LANDING WALKWAY WALKWAY WALKWAY WALKWAY WIDTH OF CUT- THROUGH w ,w DETECTABLE WARNING mP') �J WIDTH OF CUT - THROUGH SURFACE LOWS) - _ I (TMP') S SEE NOTE 4 CURB RAMP z BACK OF CURB a •• 2'- 0" MIN. LL '1 SINGLE DIRECTION CURB RAMP FLARE : FLARE 2'- p- m (GRADE BREAK BETWEEN CURB AND MIN. LANDING 5 6 FT. FROM BACK OF CURB) ' (SEE NOTE 6) DETECTABLE WARNING LANDING BACK OF CURB - SURFACE _ DETECTABLE WARNING SURFACE (TYP.)- BOCK OF CURB;^ w DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 SEE NOTE 2 r qg TRAVEL WIDTH OF CURB RAMP CURB RAMP p m BACK OF CURB - SEE NOTE 2 2' 0' MIN WIDTH OF PERPENDICULAR CURB RAMP WALKWAY X WALKWAY (SEE NOTE 8) I ISLAND CUT - THROUGH WIDTH OF CURB RAMP, if LANDING, OR WALKWAY DETECTABLE WARNING :::• •:::: Q ATR!(1 +• SURFACE (TYP,) - OQ N4Bg7� B >S ^' DETECTABLE WARNING c\\ SEE NOTE 3 SURFACE (DWS) - SEE NOTE 3 I I I MEDIAN CUT-THROUGH ! qe7� BACK OF CURB - 3 y BACK OF CURB - SEE NOTE 2 ? _ SEE NOTE 2 z •O P 8 SINGLE DIRECTION CURB RAMP ? DETECTABLE WARNING b N z WIDTH OF SHARED - 9 �v L(GRADE BREAK BETWEEN OFRB AND SURFACE SEE NOTE8N6) 7 USE PATH OR �'A� gBC1 11 163 (SEE NOTE 6) WALKWAY IQNAL T'�G ypyp Ili CURB RAMP tZ URB RAMP WALKWAY LANDING WALKWAY WIDTH OF CUT - THROUGH ` g; SHARED -USE MP.) PATH OR " WALKWAY DETECTABLE WARNING ROUNDABOUT SPUTTER SURFACE ISLAND PAVEMENT SHOULDER Z EDGE fit: ?ii: STANDARD PLAN F45.10 -01 :.. RAIL � ........... p rn SHEET 1 OF 1 SHEET CTAB LE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB ^ SACE (DNS) - SEE NOTE 3 PATH OR SURFACE LOWS) - SEE NOTE 2 WIDTH OF WALKWAY SEE NOTES 4 8 6 - < Pasco Bakadch M 08121112 LANDING UM M.- ENOIIEEiI WE PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Vft hL.pmn St— D�� "°rT°�P°^o4vn (SEE NOTE 6) "I MAILBOX - SIZE 1, 1A, OR 2 dY (SIZE 1A SHOWN) - SEE TABLE, m STANDARD PLAN H•70.10, SHEET 2, Y FOR DIMENSIONS z m 3118" • 1" PHILLIPS HEAD SCREW, 2 WASHERS, AND LOCKNUT WITH NYLON INSERT ffYP ) -4 SETS MIN. ADDITIONAL WASHERS -AS REQUIRED TO FILL GAP (TYP.) SNOW GUARD - WHEN REQUIRED - SEE DETAIL, SHEET 2 ° IV' O ® � o NEWSPAPER BOX / - SE NOTE 5 PLATFORM - SEE NOTE 3 1 7B" MUFFLER (1 7 CLAMP / B" M�CLAMP), 2 WASHERS AND 2 LOCKNUTS (7YP.) TYPE 2 MAILBOX SUPPORT - SEE STANDARD SPECIFICATION 2 -32.7 l ASSEMBLY DETAIL NOTES 1 The anchoring system shall meet NCHRP 350 crash test criteria. Use a socket and wedge system or the anchoring system supplied by or recommended by the Type 2 Support manufacturer_ 2. A maximum of five mailboxes may be installed on a Type 2 Support. 3. The Platform design shown in this plan Is detailed In the PLATFORM DETAIL, Standard Plan H- 70.10, Sheet 2. The design features slots that accomodate several types of mailbox supports; only those slots necessary for assembling the type being installed are required. An.adjustable platform may be used in lieu or this platform design. Adjustable platforms must fit the 1718" M- Clamp. 4. Center the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners (see ALIGNMENT DETAIL). Spacing of mailbox mounting holes varies among manufacturers. Attachment of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform. i 5. Attach a newspaper box to a Type 2 Support with two 17/8' Muffler Clamps spaced 4" apart. Field drill 7110' holes in the newspaper box to fit. Newspaper boxes must not extend beyond the front of the mailbox when the mailbox door is dosed. i i I MAILBOX, PLATFORM &SUPPORT i MAILBOX MAILBOX MOUNTING HOLE (TYP.) LJ } p4 PA/l/ 0 f 5 y SPACE PROVIDED ON BOTH ENDS TO ALLOW ACCESS TO g FASTENERS- SEE NOTE 4 I-- PLATFORM y �, @$§ bga 0 ' 90�4. �BOfSTEA�v �S70NAL g�G 3aa i 49f�� ALIGNMENT DETAIL SEE NOTE 4 MAILBOX SUPPORT TYPE 2 STANDARD PLAN H- 70.20 -01 :i SHEET 1 OF 2 SHEETS i APPROVED FOR PUBLICATION Pasco Bakadch ID' 02 -18-12 WATE DM.. ENDN MTE M hbgbn S1 D.pvm IT,am—ft{en VARIABLE VARIABLE I VARIABLE - 0"T01r I " 0 -TO it 1 0-T0 1r EDGE OF SHOULDER i I OR TURNOUT FACE OF CURB �, BACK OF. SIDEWALK 7 1,_S. i 49 1!8 (fYP.) 1• . 1• • 11w ANGLE ANGLE IRON I 2 ! 0000000000000001000000000000000 CURB ARIES axaaaaaaaxaxxaa aaaaaaxaaaaaaa SIDEWALK; 000000000000000000000000000000 +rz wvBED 00000000000x000 00000000000000 0000000000000004000000000000000 METALD� _ •, r -, =, ;. a .., 000000000000000 oa000000000000 0 00 0 0 0 000 Q 0 0 000 0 Q O a Q 000 x O x O Q 0 0 00 a 0 0 Q 00 0000000 a 0 Q 0 0 a 000Q 000 00 QQQQQQQQ QQQQQ QQQQQQQQQQQQQQQ 1/8 1 -4 AT EDGE OF BEHIND CURB BEHIND SIDEWALK SHOULDER it UNLESS OTHERWISE SHOWN IN THE PLANS 112" RAISED i J MAILBOX PLACEMENT SECTIONS _ EXPANDED METAL SECTION O MUFFLER CLAMP FRONT VIEW 7116- DIAM. (TYP.) 1114-11114- . I I N N N W W W W BOTTOM VIEW i SNOW GUARD DETAIL 4'-3 -MIN. 4' -3 "MIN. SNOW GUARD-WHEN REQUIRED, PLACE ON LEADING END OF SUPPORT (SEE DETAIL) U.S. U.S. u.s. u.s, u.s. u.s. U.S. u.s. MAIL MAIL MAIL MAIL MAIL MAIL FyyL MAIL MAIL 1 �— MAILBOXEES EEN Op WAS#,, 0 NEWSPAPER BOX ` 1 3 SEE NOTE 5 h� `$ gall Jill, m BOA qB2 4s57A�o lsre ��g�� ��� ANCHORING SYSTEM- MAILBOX SUPPORT SOCKET AND WEDGE SHOWN (SEE NOTE 1) TYPE 2 STANDARD PLAN H- 70.20-01 ` \ SHEET 2 OF 2 SHEETS MAILBOX SUPPORT TYPE 7 MAILBOX SUPPORTS TYPE 2 APPROVED FOR PUBLICATION (WOOD POST SHOWN) FOR DETAILS. Pasco Sakodch BI. 02 -16-12 SEE STANDARD PLAN 470.10 SLAM MS.. @gt�Hl ogre Mk SPACING DETAIL � i i GENERALNOTES 200 AMP TYPE 120/240 10 SERVICE CABINET 1. SEE STANDARD SPECIFICATION 9 -2924, 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, T8, 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 UTILITYS 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. 1D. 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 1% 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 309 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 H SEE NOTE 6 - VENTS (8 L 19" SEE DOOR HINGF DFT 6' 12) REMOVABLE /� 6 � 119 MOUNTING PANEL ' I f 'tal. LATCH BYPASS TEST ON PHOTOCELL TES, LEFT SIDE SIGNAL CKT {- gl FRONT - OFF AUTOMATIC C' S' O .f 29680 0 .4+ Null -• ! E'S,s Fp15T SERVICE CABINET DETAIL 19" 18 1/2" WELD TO EACH END J 3/8" �jyP " 5" MINA OF MOUNTING BLOCK 3132 ( %' 3/3�-r \ 11" MAX. OF DOOR CE 2" R 3" END PLATE (TYP.) " —L- [` HINGE i _ ^ 12" LING S.S x B" LONG ALL - THREAD, 6 PLACES TMP TYP 3132 PACE NUT AGAINST END PLATE BEFORE WELDING MODIFIED (0 - 200 AMP TYPE 1/8 /' PANEL DOOR ADJUSTMENT, SEE NOTE 18 TACK WELD -. FRONT VIEW SIDE VIEW 90° ! 1° BOLT TO NUT ' NEOPRENE 4 PLACES r " "' " " " " "' • -FRONT SURFACE OF _ _ MOUNTING BLOCK DETAIL J GASKET J, SAFETY SOCKET BOX SIZE PER NEC. SHEET 1 OF 2 SHEETS ` 12 SAME AS CABINET MATE MINIMUM SIZE #2 THREE 12" S.S. NUT (TYP.) WIRING SCHEMATIC - WASHER - EACH SIDE OF THE PANEL FOUR 1/4-20 S.S. PANHEAD PHILLIPS / MACHINE SCREWS, WASHERS, AND NUTS (' - TOP AND BUTTOM, SPACED EVENLY STAND -OFF DIMENSION 1 1/2" (TYP) -SEE NOTE 18 112 GA REMOVABLE PANEL 2" RETURN - WELD AT CORNERS LEFT SIDE- SAFETY SOCKET BOX MOUNTING DETAIL 1/4" x 1 114" CLOSED CELL _ NEOPRENE GASKET --,,�If DOOR - CABINET- B �G B B DOOR HINGE DETAIL ALTERNATE FOR TYPE B MODIFIED CABINET SEE NOTE 17 CABINET j ^~ DOOR TMP' HINGE 2" HIGH x 2" OPEN ,ru 3/8" BARREL LAP WELD - ?L VIEW B-B KEY iJ 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. X2,1 MAIN BREAKER (SEE BREAKER SCHEDULE) (3� PHOTOCELL BREAKER (SPST 15 AMP - 1201240 VOLT) (� TEST SWITCH (SPOT SNAP ACTION, POSITIVE CLOSE 15 AMP - 120277 VOLT - -r RATED) 5) PHOTOELECTRIC CONTROL, STD SPEC. 9 - 2911(2) 16) BRANCH BREAKER (SEE BREAKER SCHEDULE) 71 SIGNAL BREAKER (SEE BREAKER SCHEDULE) CONTACTOR (SEE BREAKER SCHEDULE) (9) RECEPTACLE, BREAKER (SPST 20 AMP - 120/240 VOLT) �01 RECEPTACLE;,GROUNDED (GFCI 20 AMP - 125 VOLT) '1J) NEUTRAL BUSS, 14 LUG COPPER (12- PHOTOCELL ENCLOSURE- ENCLOSURE -TO BE FABRICATED FROM 5B' EXPANDED STEEL MESH WITH WELDED SEAMS AND MOUNTING FLANGES. HOT DIP GALVANIZED AFTER FABRICATION. TYPE 5052 - H32 ALUMINUM WITH 518"x 5/8" OPENINGS EQUIVALENT TO 5/8" EXPANDED STEEL MESH MAY BE USED AS ALTERNATIVE MATERIAL. SEE PHOTOCELL ENCLOSURE MOUNTING DETAIL SHEET 2 OF 2. X73' HINGED FRONT FACING DOOR WITH 4"x 4" MIN. POLISHED WIRE GLASS WINDOW. (141 HINGED DEAD FRONT WITH 114 TURN FASTENERS OR SLIDE LATCH. (151 CABINET MAIN BONDING JUMPER. BUSS SHALL BE 4 LUG TINNED COPPER. SEE CABINET MAIN BONDING JUMPER DETAIL ON SHEET 2 OF 2. (18 SPARE BRANCH BREAKER (DPST 20AMP- 120240 VOLT) (1D METAL WIRING DIAGRAM HOLDER (181 114" DIAMETER DRAIN HOLE. DRILL BEFORE GALVANIZING. 119) MOUNTING HOLE. SEE SERVICE CABINET MOUNTING DETAILS. i2J 18 CIRCUIT PANEL BOARD - MINIMUM SIZE WITH SEPARATE MAIN BREAKER. J LABEL CABINET NTH BUSSWORK RATING 120240 VAC 3 b 12 8 R � ���� � "• 1r�Oi A � � 3 J PHOTOCELL BYPASS TEST ON - PHOTOCELL TEST y -j SIGNAL CKT {- gl l� ILLCKTA - OFF AUTOMATIC C' S' O .f 29680 0 .4+ Null -• ! E'S,s Fp15T CABINET OR SPARE CKT (_%'` ) AOVAL E PANEL WALL -�4E 54F PIANO —' �l h ILL CKT B HINGE i _ ^ SERVICE CABINET TYPE B TMP MODIFIED (0 - 200 AMP TYPE 1/8 /' PANEL DOOR O 120/240 SINGLE PHASE L 4'x 518" NEOPRENE a 0 o �� 'STANDARD PLAN J -3b GASKET 111 - SIZE PER NEC. SHEET 1 OF 2 SHEETS DOOR HINGE DETAIL MINIMUM SIZE #2 APPROVED FOR PUBLICATION WIRING SCHEMATIC Harold J. Peferfeso 03 -0405 6TATE OEFON ENGINEER OATS 01/3005 BEVI5E0 0•iE 111 BOC•Ei BO, ROURTIUC DETAIL EB T -"- Slab o.pa,laleM Of Tnan,poEMion BEV15I Ox Br -" 1 SEE NOTE 6 1 5/8" x 1 5/8" 12 GA. 2^ POLICE PANEL SLOTTED STEEL w - CHANNEL BRACKETS - - --_ -- - -- - -' (TWO REQUIRED) < 1- \ m 1Ij FRONT OF � CONDUITS AS REQUIRED. ( CONTROLLER PLUMB CONDUIT t 1° \ CABINET SEE GENERAL NOTE 14 q SLOTTED STEEL CHANNEL (] BRACKETS (3 RE -D). EMBED \ 12" MIN. IN FOUNDATION. z YANCHOR BOLT (TYP.) #4 BARS EACH CORNER 7 10" I _ fl #4 HOOPS 24" Ti r I -i -n -i - - -ice• 'j GROUND ROD II (TYP.) CONDUIT COUPLING COUPLING (TYP.)'I C4,/ 13" DIAMETER DRAIN TILE SEE GENERAL NOTE 14— WITH APPROVED COVER. (TYP.) TO UTILITY L TO CONTROLLER RIGHT SIDE OF SERVICE CABINET TO LUMINAIRES CABINET FRONT OF.SERVICE CABINET STRUT MOUNT GROUND ROD 01 24" CABINET BASE 24'• CONTROLLER CABINET •` I OOQ- Z p F• � 3 1 Q U ' U ! SERVICE ! ^� - - - - -_ I CABINET � - -• ' OpOQ 000 \ \\ •� #4 BAR EACH CORNER -I O GROUND ROD - PLAN VIEW OF SERVICE CABINET TWO #4 HOOPS ANCHOR BOLT (TYP.) SEE STANDARD PLAN J-6c 'CABINET FOUNDATION DETAILS ", FOR DETAILS NOT SHOWN C DRIVE GROUND RODS BEFORE PLACING CONCRETE. MOVE ROD(S) AND DRAIN TILE(S) WITH COVER(S) AS REQUIRED TO ACHIEVE FULL GROUND PENETRATION. MAINTAIN A 6' MINIMUM CLEARANCE BETWEEN GROUND RODS AS DETAILED ON STD. PLAN J -9a -TYPICAL GROUNDING DETAILS" C ALL CONDUITS PENETRATING CABINET SHALL BE TERMINATED VATH GROUNDING END BUSHING AND BONDED TO THE CABINET GROUNDING BUS. 4" DIAM. x 1/2' DEEP SUMP SLOPE FOUNDATION TOWARDS SUMP 318" DIAM. POLYETHYLENE OR COPPER DRAIN PIPE. SLOPE TO DRAIN OUTSIDE FOUNDATION C) TO SERVICE GROUND - PER STD. PLAN J-9a TYPICAL GROUNDING DETAILS" 1/4"x 1" MACHINE BOLT PHOTOCELL ENCLOSURE MOUNTING DETAIL 1/2" MIN. (TYP.) BUSS t 1/4" x 2" STAINLESS STEEL BOLT 8 ,t qiV LIBERALLY COAT THIS ASSEMBLY c, -rii l WITH ANTI OXIDANT COMPOUND' DC "Sy /I O BELLEVILLE Ie O i—j CABINET STAINLESS STEEL O \/ SIDE WALL SPRING WASHER 0 STAINLESS _ eeo A O A ALLEN HEAD FWELDT -� ______ _ II' FS 9FCI STCA� V\ yuA s�ONAL tiv 4f 3.` - ExPIRES MaY 5, 2005 € CABINET STAINLESS SIDE WALL 11 FLAT WASHER EL SERVICE CABINET TYPE B 1/8" x 1 1/4" x 1 1/4" x 6" ANGLE MODIFIED (0 -,200 AMP TYPE ELEVATION VIEW SIDE VIEW DETALLA-A 120/240 SINGLE PHASE) CABINET MAIN BONDING JUMPER DETAIL "STANDARD' PLAN J -3b SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -0405 ,,Ili,6 — OES—Ex��EEA ,7- Wa,hingb SIGN DePO--, ofinmporhnNn i — SERVICE CABINET BOLTED 3/8" BOLT (TWO FOR EACH SEE STRAP DETAIL TO SLOTTED STEEL CHANNEL CHANNEL) NOT REQUIRED FOR STRUT MOUNT SEE NOTE 6 - BRACKET (SEE SERVICE SPRING NUTS —�� CABINET MOUNTING DETAILS AND STRAP DETAIL) -= I BEVEL I/2" SERVICE CABINET _ I _ 1 5/8" x 1 5/8" 12 GA / SLOTTED STEEL CHANNEL BRACKETS BOLTED TO POST USE TWO- YS" BOLTS, WASHERS AND NUTS TIMBER .I FOR EACH CHANNEL. POST II I I STEEL 3 I Ri PEEN BOLT THREADS SERVICE (SEE ETAI S AND DETAIL) CHANNEL BRACKET BOLT SIZED FOR SLOTTED STEEL III 1 518'x 2 7/16" 12 GA. CHANNEL BRACKET, WITH LOCK 1,.. SLOTTED STEEL CHANNEL WASHER 8 SPRING NUT I !! ,I BRACKETS BOLTED TO (3 FOR EACH CHANNEL) .' , - - III 11 - POST USE TWO - 3/8" BOLTS, I -' -` • CABINET BRACKET MOUNTING DETAIL TO UTILITY —W - -' -- �/ WASHERS AND NUTS TO LUMINAIRES — TO CONTROLLER CABINET .; FOR EACH CHANNEL. PEEN BOLT THREADS. - 6 x B TREATED TIMBER POST, 10' LONG .RIGHT SIDE OF SERVICE CABINET SERVICE CABINET MOUNTING DETAILS FRONT OF SERVICE CABINET ,�-,12" x 1/8" HOT DIPPED GALVANIZED STRAP POST MOUNT METAL WASHERS NUT PHOTOCELL —� RUBBER WASHER (APPLY SILICONE �- ENCLOSURE �— SEALER TO BOTH SIDES OF RUBBER FLANGE 318"o x 1" BOLT, LOCK WASHER WASHER PRIOR TO INSTALLATION) NUT AND NUT (NP.) _ SERVICE - �� CABINET POST MOUNT STRAP DETAIL 1/4"x 1" MACHINE BOLT PHOTOCELL ENCLOSURE MOUNTING DETAIL 1/2" MIN. (TYP.) BUSS t 1/4" x 2" STAINLESS STEEL BOLT 8 ,t qiV LIBERALLY COAT THIS ASSEMBLY c, -rii l WITH ANTI OXIDANT COMPOUND' DC "Sy /I O BELLEVILLE Ie O i—j CABINET STAINLESS STEEL O \/ SIDE WALL SPRING WASHER 0 STAINLESS _ eeo A O A ALLEN HEAD FWELDT -� ______ _ II' FS 9FCI STCA� V\ yuA s�ONAL tiv 4f 3.` - ExPIRES MaY 5, 2005 € CABINET STAINLESS SIDE WALL 11 FLAT WASHER EL SERVICE CABINET TYPE B 1/8" x 1 1/4" x 1 1/4" x 6" ANGLE MODIFIED (0 -,200 AMP TYPE ELEVATION VIEW SIDE VIEW DETALLA-A 120/240 SINGLE PHASE) CABINET MAIN BONDING JUMPER DETAIL "STANDARD' PLAN J -3b SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Harold J. Peterfeso 03 -0405 ,,Ili,6 — OES—Ex��EEA ,7- Wa,hingb SIGN DePO--, ofinmporhnNn i TAPER DIVIDER ENDS r TO MATCH INSIDE - ' =: + *— - TAPER OF BOX BOX INTERIOR LENGTH - 1/16' 0 O 5/16" x 1" S. S. (NP) 1/4 ° LL COUPLING NUT 5116' x 1 S. S. � gyp) SETSCREW (TYR) �• 10 GAGE GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW 4a (FOR TYPE 2 JUNCTION BOX ONLY) 0 LID SUPPORT (TYP) -SEE NOTE GROUNDSTUD \ - SEE NOTE 4 COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 i\ 77i LID LIFTING NOTCH x3 / HEADED ANCHOR SHEAR ' STUD- 3/8"- 3'10 COUNT STUDS EVENLY SPACED 1 AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT ANGLE WHEN USING LOCKING u DETAIL ALTERNATIVE 2), -SEE NOTE 1 t 1318" DIAM. HOLE WITH 12" DIAM. x 1 12" PENTA HEAD BOLT BOLT PLATE - SEE DETAIL (TYP) 3116 3/4 3116 V 3/4 C 3116 V 112N z - LID in HOOK pGQC _ (TYP.) POd�O SEE > NOTE 7 II B J D 1 1/4" GAP "P.) 4" FOR HOOK RELEASE (TYF LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) JUNCTION BOX DIMENSION TABLE A ITEM BOX TYPE GROUNDING STUD 1 12 "MIN. TOP OF SOIL - SEE NOTE 4 22' SURFACE E STEEL 3116• SIX ¢ COVER PLATE CO C -1 -LID HOOK 28" - 29" � \� J � 1 �C.ii 13' - 14" 17" - 18" , 1 wIV w O 28 518" O , LL 125/8" 3. j �/ OO MAX. z u0i 3 SEE NOTE 6 ' O 0 mo GRAVEL PAD Cl GRS CONDUIT 4 bPVC CONDUIT SECTION O JUNCTION BOX DIMENSION TABLE Y `aa ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22' 33" B OUTSIDE WIDTH OF JUNCTION BOX 17' 22112" C INSIDE LENGTH OF JUNCTION BOX Is"- 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13' - 14" 17" - 18" E LID LENGTH 17 5/8' 28 518" F LID WIDTH 125/8" 181/8" CAPACITY - CONDUIT DIAMETER 6" 12" DIAMOND PATTERN 318' STEEL COVER - SEE NOTE 2 LIP PLATE (TYR) LID SUPPORT (TYR) -� WELDED WIRE REINFORCEMENT -h (Typ.) ITT (TYP.) II 1/8 LLI o 1 HEADED ANCHOR SHEAR STUD (TYP.) - SEE NOTE 11 WELDED WIRE HOOP (TYP) -SEE NOTE 10 SECTION O PERSPECTIVE VIEW Mlp W WR WIRE TIED TO HEADED ANCHOR SHEAR STUD (TYP.) 318" STEEL `0 Equipment Grounding r COVER LIP Conductor PLATE O2 Copper Solderless TOP OF PAVED SURFACE Crimp Connector < Equipment Bonding Jumper - see note 6 ® See Contract for conduit w size and number o< LL COVER MARKING DETAIL ur 1 Z¢ a 1" (TYP.) 1' (TYP.) o ITS T c� a 12" (TYP.) o -j I- ,SEE NOTE 7 .y NOTES 1 All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. The diamond pattern shall be a minimum of 28% of the overall thickness. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip - resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" inch line thickness formed with a'stainless steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4 -20 NC x 3/4" S. S. ground stud shall be welded to the bottom of the lid; include (2) S. S. nuts and (2) S. S. flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. 6. Equipment Bonding Jumper shall be #8 AWG min. ,x 4 "of tinned braided copper. 7 The System Identification letters shall be 1/8" line thickness formed by engraving, stamping, or with a S. S. weld bead. See Cover Marking detail. Grind off diamond pattem before forming letters. For System Identification details, see Standard Specification 9- 29.2(4). 8. When required in the Contract, provide a 10" x 27 1/2 ", 10 gage�divider plate, complete, with fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11 Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Reinforcement Wire when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Reinforcement Wire. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and Pull Boxes shall not be placed within the traveled way or paved,shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved shoulders shall be Heavy -Duty. 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" min. to 8" max. for final grade of new construction only. See Standard Specification 8- 20.3(5). Where adjustments are to be made to existing Junction Boxes, or for interim construction stages during the contract, the limits shall be from 6" min. to 10" max. See Standard Specification 8- 20.3(5). ,- GROUND STUD - SEE NOTE 4 �` J• ff4 l�, $' B COUPLING NUT FOR '�,�' OF aASH,,1c Sy 8 / ALTERNATIVE 2 - SEE NOTE 2 L1112 MIN. " an, 3/8' STEEL FF \yy �� LID SUPPORT (TYR) COVER LIP 3/16' - L SHAPE SHOWN PLATE �� (TYp) i (SEE NOTE 3) 8 -1 - 3/8"x3 - HEADED ANCHOR �'{�. gFCI SHEAR STUD (TYR) WELDED WIRE i " -- --- --- - - -- �OiNAL �' m � €d ! REINFORCEMENT (TYP.) (W WR) 4-4-W2.9-W2.9 g 5s (6 GAGE) -SEE NOTE 10 2' ILI, f WELDED WIRE HOOP LOCKING LID STANDARD (TYP.) W2.9 Is GAGE) DUTY JUNCTION BOX LLLL - SEE NOTE 10 TYPES 1 & 2 STANDARD PLAN J- 40.10 -02 tO GRAVEL PAD SHEET 1 OF 2 SHEETS 1 APPROVED FOR PUBLICATION Pasco Bakotich 111 05 -11 -11 SECTION O = sr�re DMGN Fi+ Ii R w1s wmni"' SM D.pmtme.n 'IT (CONDUITS NOT SHOWN) -'/ i d i l 3/16" 114" LID LIFTING NOTCH 1/2" x 1 1/2' PENTA HEAD BOLT 0 318• STEEL COVER —� 3/8' STEEL LID SUPPORT - L SHAPE SHOWN �� LID LIFTING NOTCH - 1/4- x 3/4" 2' L 2 1/2" LIP PLATE COVER PLATE (SEE NOTE 3) 3 /16" 2"11 /4" - 3 GAGE 1 318" DIAM. HOLE - 3/B' STEEL COVER PLATE - 1' 1 5 /B' STEEL SPACER BOLT PLATE CHANNEL \ _ ��� SHOWN CUTAWAY FOR CLARITY < O / �� 3/8' STEEL COVER _ 1/2" x 1 1/2' PENTA - SEE DETAIL _ j1" LIP PLATE HEAD BOLT = 3/16 (TYP.) - 3/16 1 \m P.) / I77 3116 518 "x1 / m ` (TYP.) 3/16 �1 1/2 HORIZONTAL -� LID HOOK - I/ 1/g "/ o BOLT SEE D PLATE I CHANNEL SLOT qQ 3/16 1' z 1"x 3/16" ANGLE � 2' x 114' - 3 GAGE LID SUPPORT 3/16 V 1 ill " - _ SLOTTED STEEL CHANNEL STEEL SPACER - L SHAPE SHOWN WWR- WELDED ° LID SUPPORT - 3/16 " v - (SEE NOTE 3) L SHAPE SHOWN _ SEE NOTE 6 (Ty 518"x 1, TO LIP PLATE ° (SEE NOTE 3) WWR - TIED IN 2 PLACES a 3/16 HEX COUPLING NUT HORIZONTAL SLOT a TO EACH HEADED t / LID BOLT DOWN _ ANCHOR SHEAR STUD ° 3/16 1 5/8" SLOTTED S. S. CHANNEL WELDED WIRE ATTACHMENTTAB HOOP (TYR) W WR 4x4_W2.9xW2.9 (TYP.) d °e ' WITH S. S. CHANNEL NUT -SEE DETAIL ! 3116 W2.9 (6 GAGE) AND SPRING - SEE NOTE 10 O (6 GAGE) - SEE NOTE 10 ( 1 O HEX COUPLING NUT SECTION DETAIL F S. S. 5/16 NC x 7/8" WITH 3/8" x 3" HEADED ANCHOR LID BOLT DOWN S. S. 5116 NC x 3/4" BOLT ATTACHMENTTAB ALTERNATIVE 1 SHOWN SHEAR STUD - WELDED TO - SEE DETAIL PERSPECTIVE VIEW & (3 EACH) S.`S. 5116 - LIPPtATE FLAT WASHERS LID SUPPORT - _ L1/4" LID LIFTING NOTCH - L SHAPE SHOWN DETAIL O " (SEE NOTE 3) 3/16" ALTERNATIVE 1 03/16 V ALTERNATIVE 7 SHOWN LID BOLT DOWN ATTACHMENT TAB 3/8" STEEL COVER LIP PLATE i (SEE NOTE 12) 1/2' z 1 1/2" PENTA HEAD BOLT 2" 2" � I i 9/16" DIAM. _ L 1/2" x 1 1/2' PENTA HEAD BOLT HOLE 2' IPA I 7 318 -DIAM. HOLE -LID LIFTING NOTCH - 1/4"- 3/4' BOLT PLATE CHANNEL BOLT PLATE CHANNEL 1/8 3/8' STEEL COVER PLATE - -SEE DETAIL -SEE DETAIL _ i SHOWN CUTAWAY FOR CLARITY { 5'..l. 3/16 V 11/2" - -L � _Y 1 VERTICAL 3 SEE NOTE 6 7116" 3/4' cO SLOT WWR -TIED IN m �- PLACES TO HEADED d - (TYP.) 3/1 3116 1112 J-__ - ANCHORSHEARSTUD ° - LID SUPPORT - L SHAPE r � HOLE IAM WWR 4x4- W2.9xW2.9 1 o f u SHOWN (SEE NOTE 3) (TYP.) (6 GAGE) <a�°,_ -SEE NOTE 10 EXPOSE LID BOLT DOWN 2' x 3' x 114" HEX COUPLING NUT 1/2' S. S. HEX NUT -f -/ &ANGLE SUPPORT A NGLE TO ATTACH 3/8" x 3" HEADED S. 5. 5/16 NC x 7I6 "WITH BOLT DOWN ALTERNATIVE 2 LID BOLT DOWN 7/16" x 3/4" SLOT ANCHOR SHEAR S. S. 5/16 NC x 3/4' BOLT ATTACHMENT TAB 3 1 ANGLE ATTACHMENT TAB OTE 11 STUD - WELDED & S. S. 5/16" FLAT WASHER �, BOLT PLATE CHANNEL SEE DETAIL 1/2" 5. S. HEX NUT TO LIP PLATE ILID BOLT DOWN SUPPORT LID BOLT DOWN SUPPORT ANGLE - 1 1/2" x 3" x 1/4' ANGLE ANGLE - 2' z 2- x 1/4' ANGLE DETAIL F TMP') DETAIL ALTERNATIVE 2 SHOWN ALTERNATIVE 2 •`�� ��, of WASy11c Jy y ALTERNATIVE 2 SHOWN PERSPECTIVE VIEW LID BOLT DOWN ATTACHMENT TAB A, TOy 112"x 1 1/2" PENTA HEAD BOLT (SEE NOTE 12) l t � k j 3/16" L 1 1/8" x 2" 1/2" x 1 1/2' 3/8" STEEL COVER LIP PLATE 1 1/8" x 2" VERTICAL SLOT PENTA HEAD BOLT VERTICAL SLOT (-1"P\ � PLATE -S COVER 1 /8'x3 /4'STEEL �E• FOf57CA�• \` 3/16 V = PLATE -SHOWN CUT a ANGLE 1/4" STEEL PLATE ,fS" ,G - AWAY FOR CLARITY "3 70NAL 1 e _ /16V (T , � i 1/4* STEEL PLATE g� 1/8" x 3/4' / 3/18 T_ - - - 3/16 1112 " STEELANGLE LID SUPPORT- 4" 33/4' 118 LOCKING LID STANDARD m L SHAPE SHOWN < - DUTY JUNCTION BOX WWR -TIED IN a 3116 118'x3 /4 "ANGLE (SEE NOTE 3) 1 L l V PLACES TO HEADED a � _ ' - TYPES 1 & 2 ANCHOR SHEAR STD (TYP.) - ° 1l4 "STEEL PLATE STANDARD PLAN J- 40.10 -02 WWR 4x4-W2 .9zW2.9 " 4 a ° 1/4" S. S. PLATE (TYP.)(6GAGE) LID SUPPORT- LSHAPE SHOWN 3 /4'RADIUS / 1/8 SHEET 2OF2SHEETS -SEE NOTE 10 (SEE NOTE 3) 1/8" x 3/4" STEELANGLE / 1/2" S. S. J �i APPROVED FOR PUBLICATION - RIGHT ANGLE SHOWN, J HEX NUT 1!8' x 3/4" STEELANGLE 3 /8' x 3" HEADED MIRROR IMAGE FOR - MIRROR IMAGE FOR 'I Pasco BBIrobCh /II 05 -11 -11 ANCHOR SHEAR DETAIL O LEFT ANGLE ALTERNATIVE LEFTANGLE sure peeicr+OrGw�x wre STUD- WELDED DETAIL OE LID BOLT DOWN ATTACHMENT TAB 111111k TO LIP PLATE E 3 SHOWN ALTERNATIVE 3 SHOWN T Wmhingl Sm Domnen apt of Tmmpo im ALTERNATIVE VIEW (SEE NOTE 12) -" i y z Z m SIGN SPACING = X (1) RURAL ROADS 45155 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' t RURAL ROADS, URBAN ARTERIALS, 15130 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' t (2) URBAN STREETS 25 MPH OR LESS 1 00' t (2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE NOTES 1 Modify Regulatory Traffic Control Devices, as needed, for the ..-.,.,AREA duration of the detour R11 -2 env / ', / / 2. Two Flashing Warning Lights (Type A per MUTCD) may be used to ROAD mark each barricade at night. WILL BE R,1 -1501 ; CLOSED s — sz CLOSED B/W 3. Trail Blazers shall be installed throughout the detour, as appropriate. I T– MOM DA -MOXW (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE Tul WM W20J 4. Signing shown for the one direction only o AT -GRADE INTERSECTIONS AND DRIVEWAYS. x ROAD 5. Coordinate with emergency. services. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT -1 ROADWAY CONDITIONS. u 4 —t CLOSED 6. For signs size refer to Manual Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fab rication Manual M55 -O5. LU AHEAD M3 -1 NORTH Z � ROAD R1,-9 R11-0 03101 MAIN Si. x 4 CLOSED W20-3 ROAD CLOSED [ROAD M" DETOUR �� AHEAD XX MILES AHEAD OR M63 LOCAL TRAFFIC ONLY a I� DETODR M4-10L N �a rov ronnu FOR LOCAL AGENCY USE ONLY �i 4 NORTH M3 1 NOT FOR USE ON STATE ROUTES MAIN ST. D3-101 �a DETOUR �F J' T�Fd Hh ¢ x M4� - -� 9 a�� � M o y � M5-1L z ZNORTH M3-,D3101 SZ moo, PF, 25335 II DETOUR Ma-a Fss �rsre Y�� LEGEND u x MS1 v2o2 �dNAL FE i EXPIRES AUGUST 9, 2007 €a.Ya� OU CI SIGN LOCATION �I Q DETR AHEAD ROAD CLOSURE «< -` BARRICADE -TYPE 3 R x wza3 WITH OFF -SITE DETOUR 7� n BARRICADE -TYPE 3 L J RDAD STANDARD PLAN K- 10.40 -00 4 — CLOSED SHEET 1 OF 1 SHEET AHEAD APPROVED FOR PUBLICATION Ken L. Smith 02 -15-07 sr.reoesicr+�++ei.EEa ogre i i ur m i J w m 0 LONGITUDINAL BUFFER SPACE = B MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) 1 25 1 30 1 35 1 40 1 45 1 50 55 60 LANE WIDTH POSTED SPEED (MPH) LENGTH B (FEET) 1155 1200 1 250 1305 1360 142514951 570 (FEET) 25 30 1 35 1 40 45 50 1 55 1 60 1 65 70 10 105 150 11, 205 270 450 500 550 - - - 11 115 165 225 294 495 550 605 6601 - - BUFFER DATA 12 125 180 245 320 540 600 1 660 1720 1 780 840 k CHANNELIZING DEVICE SPACING TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE FLAT BED, ETC. IN ACCORDANCE WITH MANU- 25/30 FACTURER RECOMMENDATION) O1 ROLL AHEAD STOPPING DISTANCE = 30 FEET MIN. (DRY PAVEMENT ASSUMED) k CHANNELIZING DEVICE SPACING POSTED SPEED (MPH) IN TAPER (FEET) IN TANGENT (FEET) 50/70 40 80 35145 30 60 25/30 20 40 SIGN SPACING = X (1) DOWN OR DOWNSTREAM TAPER TO SHOW END OF WORK AREA - SEE NOTEE 6 RURAL HIGHWAYS 60165 MPH 800' * RURAL ROADS 45 / 55 MPH 500' * RURAL ROADS & URBAN ARTERIALS 35 ! 40 MPH 350'± RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' 3 (2) URBAN STREETS 25 MPH OR LESS 100'.t (2) ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W20-5R RIGHT LAN w42 CLOSED D - COMPLIANCE DATE 12123/13 AHEAD � ROAD ENO ROAD WDRK DOWN OR DOWNSTREAM TAPER TO SHOW END OF WORK AREA - SEE NOTEE 6 I WORK AHEAD W5_1 100' J (A) O - -- B L X X ' q Y r SEE NOTE 2 � a N a ® SEE NOTE 5 1 p YOH SINGLE LANE CLOSURE LEGEND a ° LATERAL BUFFER - 4' N ® WORK AREA TEMPORARY LANE - 12' MIN. WORK AREA DATE - VW Wmhingb stale Dparlm ,f Tmmryer jl AP i l ,/ _ I I i ® m ° CHANNELIZING DEVICES EXISTING .!-. EXISTING LANE EXISTING LANE EXISTING PROTECTIVE VEHICLE - RECOMMENDED SHOULDER L?� i SHOULDER PCMS PORTABLE CHANGEABLE MESSAGE SIGN I NOTES 1 A Protective Vehicle is recommended regardless if a Truck Mounted Attenuatbr (TMA) is available; a work vehicle may be used. When no TMA is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead Stopping Distance. 2. Extend device taper (U3) across shoulder -- recommended. 3. Portable Changeable Message Sign (PCMS) - recommended. 4. Traffic Safety Drums for all tapers on high speed roadway - recommended. , 5. Transverse Devices in closed lane every 1000' t - recommended.: 6. Channelizing Device spacing for the downstream taper option shall be 20' O.C. 7 Use advanced notice for any overwidth loads prior to lane closure for altenative routes if applicable - recommended. 8. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55 -05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES J. TR'6,d cy$y$ € q t� N J W5_1 ROAD �� ° F,�6 n• NARROWS EXPIRES AUGUST 9, 2007 YOH SINGLE LANE CLOSURE LEGEND STANDARD PLAN K- 24.20 -00 LATERAL BUFFER - 4' N SIGN LOCATION TEMPORARY LANE - 12' MIN. WORK AREA DATE - VW Wmhingb stale Dparlm ,f Tmmryer jl AP i l ,/ _ I I i ® m ° CHANNELIZING DEVICES EXISTING .!-. EXISTING LANE EXISTING LANE EXISTING PROTECTIVE VEHICLE - RECOMMENDED SHOULDER L?� i SHOULDER PCMS PORTABLE CHANGEABLE MESSAGE SIGN ACCD �L ARROW PANEL 17 EXISTING EDGE STRIPE EXISTING LANE STRIPE SECTION OA A TEMPORARY TRAFFIC CONTROL DEVICE I NOTES 1 A Protective Vehicle is recommended regardless if a Truck Mounted Attenuatbr (TMA) is available; a work vehicle may be used. When no TMA is used, the Protective Vehicle shall be strategically located to shield workers, with no specific Roll -Ahead Stopping Distance. 2. Extend device taper (U3) across shoulder -- recommended. 3. Portable Changeable Message Sign (PCMS) - recommended. 4. Traffic Safety Drums for all tapers on high speed roadway - recommended. , 5. Transverse Devices in closed lane every 1000' t - recommended.: 6. Channelizing Device spacing for the downstream taper option shall be 20' O.C. 7 Use advanced notice for any overwidth loads prior to lane closure for altenative routes if applicable - recommended. 8. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55 -05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES J. TR'6,d cy$y$ € LISP F, OVV 1TASq�6 CiJ p n T I 0 .� 25335 Fr /STV& ��7flNAL �� ° F,�6 n• EXPIRES AUGUST 9, 2007 YOH SINGLE LANE CLOSURE WITH ENCROACHMENT STANDARD PLAN K- 24.20 -00 i SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION :I Ken L. Smith 02 -15-07 STATE DE6IGN ENGINEER DATE - VW Wmhingb stale Dparlm ,f Tmmryer jl AP i l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2" NPS,SCH. 40, 2 3/8"0.13 TENON 8' (TYP ) ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE ADJUSTABLE FOR 1 1/4" THROUGH 2" PIPE OR AS SPECIFIED 3° RESIDENTIAL LUMINAIRE ARTERIAL LUMINAIRE TAPER DR6"X31 /2"X 188" WALL, SATIN GROUND FINISH, TAN KO LIGHTING -COBRA HEAD BETA LED #STR- LWY- 3M- HT- 12- D -UL -SV 80 GRIT RADIUS= 5' -9" EW- 3870 -2501 M- 50- 1 -T3 -FL 1 -2 -5BG 3' MAX. I HANDHOLE I BOND I QUICK DISCONNECTS (STD. SPEC. 9 -29.7) '_'OX 1 1" MAX ? 1" CHAMFER � ♦� I 11 a Ile N #4 HOOPS AT V -0" 11' 114 w CENTERS —;L'f aT 1� II ..• 2" SCHD 40 PVC CONDUIT a \ �� if be ` 1 EIGHT #7 BARS EVENLY SPACED y. d e . 4 PORTLAND CEMENT CONCRETE CL. 3000 (SEE POLE FOUNDATION DETAIL) 518" x 10' -0" COPPER. CLAD 3 GROUND WIRE SQUARE OR ROUND 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 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 (V v SIDEWALK CURB ---- POLE PLACEMENT ADJACENT TO -*—SIDEWALK —w OR AS APPROVED BY CITY ENGINEER m 0 v M 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 1 1 1 1 1 1 1 1 1 1 1 1 ............ FINISHED GRADE BACKFILL AND CONDUIT BEDDING MATERIAL SHALL BE c COMPACTED CRUSHED iv � SURFACING TOP COURSE. 6" OR NO Q66 O� '0 cF, 'W o io 2. Le, a o 2" SCHEDULE 40 CONDUIT SHOWN ON THE PLANS CONDUIT TRENCH SECTION 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 I 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. 5. SERVICE CONNECTIONS SHALL NOT BE ALLOWED TO BE ATTACHED TO THE POLE. ®F City Of Yakima Engineering Division 121 North Second Street Yakima, Washington City of Yakima - Standard Detail CONDUIT TRENCH SECTION E5 NOT TO SCALE Revision 7-2011 RP 76, °7('/ PREFERRED RAMP CONFIGURATION III WIDTH PER YMC III 8.64.070 SEE PLANS CONCRETE APRON 7' MIN. OR III I TO R/W LINE (WHICHEVER IS GREATER) MINI RP 15' l A SEE PLAN ALTERNATE RAMP CONFIGURATION NO 1 CONCRETE VALLEY GUTTER COMMERCIAL APPROACH - TYPE 1 RAISED CURBING MAY _ VALLEY GUTTER CONTINUE INTO SITE. RAMP RUNNING SLOPES FLOW LINE SHALL BE 8.3% MAX. 0.5' CEMENT CONCRETE _ 1' T VALLEY MIN. 0.25' CSTC (COMPACTED DEPTH) GUTTER SECTION A COLD JOINT (TYP) ti Q�o,���c SARI g ��IG�gP COLD JOINT (TYP) \ MIN. 0.25' CSTC (COMPACTED DEPTH) (INCLUDING APRON) 0.5' CEMENT CONCRETE (INCLUDING APRON) COMMERCIAL APPROACH - PTYPE 2 RP I VALLEY GUTTER RAMP TION NO 2 NOTES 1 COMMERCIAL APPROACH - TYPE 1 IS STANDARD FOR ALL COMMERCIAL APPROACH SITUATIONS WITH ANY COMBINATION OF THE FOLLOWING; ROADWAY SPEEDS OVER 30 MPH, HEAVY VEHICLE VOLUMES, HEAVY TRUCK TRAFFIC 2. USE OF COMMERCIAL APPROACH - TYPE 2 BY APPROVAL OF CITY ENGINEER ONLY 3. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 4 THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 5. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO 5. 6. DUE TO THE MINIMUM SIZE RADIUS OF 15', SPECIAL CONSIDERATIONS NEED TO BE MADE TO ALLOW FOR ADA REQUIREMENTS ON THE RAMPS. 15' RADIUS DESIGNS MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 7 ALL SIDEWALK WITHIN COMMERCIAL APPROACH LIMITS, FROM RADIUS POINT TO RADIUS POINT, SHALL BE 0.5' CEMENT CONCRETE ON 0.25' CSTC City Of Yakima Engineering Division 129 North Second Street Yakima, Washington 2.4 COLD J�OS�1I�NT A (T O T 9PN ) a Y qj6 - 0 s r0>0�� i ooh COLD JOINT (TYP) MIN. 0.17' CSTC (COMPACTED DEPTH) 0.5' CEMENT CONCRETE RESIDENTIAL APPROACH City of Yakima - Standard Detail DRIVEWAY APPROACHES NOT TO SCALE Revision 5 -2012 j K 1 THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. tFOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS SIDEWALK JOINTING SEE PLANS COLD JOINT S = 0 02 ft/ft 0.33' CEMENT CONCRETE SEE PLANS COMPACTED SUBGRADE 0 17' MIN. CSTC (COMPACTED DEPTH) =ft/ft COLD JOINT S 002 4" STANDARD SECTION 0 5' CEMENT CONCRETE COMPACTED SUBGRADE 0 17' MIN. CSTC (COMPACTED DEPTH) 6" SIDEWALK 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. City Of Yakima City of Yakima - Standard Detail Engineering Division CEMENT CONCRETE SIDEWALK R5 129 North Second Street ' °�"�.,;;,;; +•` Yakima, Washington NOT TO SCALE Revision 03 -2011 CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION LESS 1 1/2" 1 1/2" CLASS "G" ASPHALT ASPHALT PAVEMENT 12" } + } } + + ... + +. + + •' K/ T6" BASE ii �\ GROUT ALL JOINTS WITH NON - GYPSUM GROUT. SMOOTH INSIDE BARREL PAVED AREAS + + + + + + + + + + +. . . +' Y + + + i i } } } } } SUBGRADE ' PLACE AND COMPACT CRUSHED WITH NON - GYPSUM SURFACING TOP COURSE 1 1/2" CLASS "G" ASPHALT ASPHALT PAVEMENT 12" } + } } + + ... + +. + + •' K/ T6" BASE ii �\ GROUT ALL JOINTS WITH NON - GYPSUM GROUT. SMOOTH INSIDE BARREL PAVED AREAS GRAVEL SURACING 12" + + + + + } } } + + } }+ CONCRETE PERIMETER SEAL SHALL EXTEND 6" BELOW ADJUSTMENT RINGS UNPAVED AREAS City of Yakima - Standard Detail MANHOLE ADJUSTMENT NOT TO SCALE Revision 11 -2010 S3 CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION. SLOPE 1/4 INCH PER FOOT AWAY FROM COVER. WITH NON - GYPSUM } + + }YY + } + + + + +t # } } ; + + + # # + # ++ SUBGRADE GRAVEL SURACING 12" + + + + + } } } + + } }+ CONCRETE PERIMETER SEAL SHALL EXTEND 6" BELOW ADJUSTMENT RINGS UNPAVED AREAS City of Yakima - Standard Detail MANHOLE ADJUSTMENT NOT TO SCALE Revision 11 -2010 S3 GROUT ALL JOINTS WITH NON - GYPSUM GROUT SMOOTH INSIDE BARREL DF ... City Of Yakima N Engineering Division ' • 129 North Second Street '�..;;;;� +•'� Yakima, Washington GRAVEL SURACING 12" + + + + + } } } + + } }+ CONCRETE PERIMETER SEAL SHALL EXTEND 6" BELOW ADJUSTMENT RINGS UNPAVED AREAS City of Yakima - Standard Detail MANHOLE ADJUSTMENT NOT TO SCALE Revision 11 -2010 S3 1 1 1 1 1 1 1 1 /— SEE DETAIL R24 FOR TRENCH PATCHING SUITABLE EARTH FOUNDATION (SEE NOTE) NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. or ?.. City Of Yakima City ,�... �� � y of Yakima - Standard Detail Engineering Division 129 North Second Street TYPICAL TRENCH SECTION +• Yakima, Washington NOT TO SCALE Revision 05 -2010 LOW EXCAVATION PAYMENT LINE FOR PIPES 15 INCHES AND UNDER I.D + 30 INCHES co �OO� IVA °SOS SUITABLE EARTH FOUNDATION (SEE NOTE) NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. or ?.. City Of Yakima City ,�... �� � y of Yakima - Standard Detail Engineering Division 129 North Second Street TYPICAL TRENCH SECTION +• Yakima, Washington NOT TO SCALE Revision 05 -2010 LOW rr r r r rr rr r rr r it rr ■r r� rr rr � rr r� ri f 8 FIBERGLASS CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) SEPARATION CYLINDER G VIII I EI I I YYI I AND INLET GRATED INLET WITH INLET PIPE OR PIPES CENTER OF CDS STRUCTURE, SCREEN CURB INLET ONLY (NO INLET PIPE) KP AND SUMP OPENING TOP SLAB ACCESS 1' r� P (SEE FRAME AND I (2') I COVER DETAIL) v,I F��� +/ -135° LFLOW j / \ - -- MAX. - TOP SLAB ACCESS PVC HYDRAULIC SHEAR I 60" I.D. MANHOLE PLATE STRUCTURE FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE MAX. MAX. ` PLAN VIEW N T.S. CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS /RISERS SOLIDS STORAGE " SUMP SECTION A -A N.T.S. VARIES OUTLET PIPE PERMANENT POOL ELEV (5' -9 ") MINIMUM CeDS' CDS2025 DESIGN NOTES CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) . G VIII I EI I I YYI I (4) GRATED INLET WITH INLET PIPE OR PIPES K CURB INLET ONLY (NO INLET PIPE) KP I I 3 1' I - I SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS I (2') I - SOLIDS STORAGE " SUMP SECTION A -A N.T.S. VARIES OUTLET PIPE PERMANENT POOL ELEV (5' -9 ") MINIMUM CeDS' CDS2025 DESIGN NOTES CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS2025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) CONFIGURATION DESCRIPTION G GRATED INLET ONLY (NO INLET PIPE) GP GRATED INLET WITH INLET PIPE OR PIPES K CURB INLET ONLY (NO INLET PIPE) KP CURB INLET WITH INLET PIPE OR PIPES -` B SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) W SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T.S. i SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WATER QUALITY FLOW RATE (CFS) PEAK FLOW RATE (CFS) IMA92I33�oiiO ' PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE www.contechstormwater.com 4 COS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. -_i 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES 1 ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT;-`HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. S 8 FIBERGLASS SEPARATION CYLINDER AND INLET CENTER OF COS STRUCTURE, SCREEN AND SUMP OPENING TOP SLAB ACCESS .- (SEE FRAME AND P COVER DETAIL) 110, \ MAX. FLOW 1 � / i TOP SLAB ACCESS 72" I.D. MANHOLE STRUCTURE +lss° MAX. PLAN VIEW N.T.S. CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGSIRISERS FIBERGLASS ' SEPARATION CYLINDER AND INLET VARIES INLET PIPE OUTLET (MULTIPLE INLET PIPES _ _ _ _ MAY BE ACCOMMODATED) ii (q) _ PIPE --- -j - - -- PERMANENT g_1• POOL ELEV OIL BAFFLE SKIRT I (6' -3 ") MINIMUM Y^ 2' SEPARATION (2.6•) SCREEN SOLIDS STORAGE DS' ce SUMP SECTION A -A N.T S. BE - El ME OR IMEOF TIE, CDS3025 DESIGN NOTES CDS3025 RATED TREATMENT CAPACITY IS 2.5 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 20.0 CFS. IF THE SITE CONDITIONS EXCEED 20.0 CFS, AN UPSTREAM BYPASS'STRUCTURE IS REQUIRED. THE STANDARD CDS3025 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. DESIGNATION (MODEL SUFFIX) CONFIGURATION DESCRIPTION G GRATED INLET ONLY (NO INLET PIPE) GP GRATED INLET WITH INLET PIPE OR PIPES - K CURB INLET ONLY (NO INLET PIPE) { KP CURB INLET WITH INLET PIPE OR PIPES B SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) W SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS - / A��� \ITlAIJ-� ,STORMWATER �SOLUTI N ' �a/`ti � / ` �✓ o FRAME AND COVER SITE SPECIFIC "DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (CFS) PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRSSCREEN V APERTURE (2400 OR 4700) PIPE DATA. I.E. MATERIAL DIAMETER INLET PIPE 1 ' INLET PIPE 2 ' OUTLET PIPE ' RIM ELEVATION ° ANTI - FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS. ' PER ENGINEER OF RECORD GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2. DIMENSIONS MARKED WITH() ARE REFERENCE DIMENSIONS ACTUAL DIMENSIONS MAY VARY 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contect stormwater.com 4 CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. INSTALLATION NOTES 1 ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE- SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. -J Change Order City of Yakima Change Order Number 1 Project: (Name) River Road Improvements Change Order Date August 9, 2013 (Address) N. 16th Avenue to N. 6th Avenue Contract Number 2314 To: (Contractor) FGranite Construction, Co. Contract Date June 10, 2013 80 Pond Road Yakima, WA 98901 L— You are directed to make the following changes in this Contract:'' • Add Item CO #1 -1: 36- inch-Underdrain Pipe Infiltration - Trench System�•Modification, Lump Sum, $710 • Add Item CO #1 -2: Construation.Signs Class.A, 112 SF,@ $15 /SF,for $1,680 • Add Item CO #1 -3: .Cement Concrete Saw Cutting, 249 LF @ $3.06/LFFfor`$761.94 • Add Item CO #1 -4:' Use the concrete mix,design included in -this change order'forthe Washington Fruit Commercial Approaches at an additional cost of'$22/CY, 40•CY @ $22 /CY for $880 • Add Item CO #1 -5: Parallel Type ARamp, 10 EA @ $900 /EA for $9,000 • Add Item -CO #1 -6: ' Modified Parallel Type A Ramp, 1 EA @ $1,340/EA for $1,340 • Add Item CO #,1 -7: Modified Perpendicular -Ramp; 1 EA @ $2,125/EA for $2,125 - • Eliminate Item #32—Permanent Signing, Lump Sum, - $2,000 Total Amount for this Change Order is $14,496.94.. This Change Order is to be considered as much.'a part of the Contract Documents as if it was included in the original contract. s Not valid 'until, signed 'by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith,'i,ncluding "any "adjustment on the Contract Sum or Contract Time. The original Contract Sum was :.......... ..: .. . ..... .. :. ........ $' 820,820.00 Net change by previous Change Orders .... ° $ 0.00 The Contract,Sum 'prior to this Change Order' ....:... $ 820,820.00 The Contract Sum will be: dincreased ❑ Decreased ❑ Unchanged .bythis Change Order $ 14,496.94 The New Contract Sum in' ng this,;Change Order will be ... ............... ...: $ 835,316.94 including � The ContrectTime will`�be: `.❑ Increased ❑ Decreased E Unchanged by working days r r , The New ContractTime will be working days Cont or App Recomme d Approv`eed� / � ` ,Date, • � l Z-' I• � � /� Cl Title Title n_ � C12 BY , c d l Date Pl �� // j Date Date '� I Based on Original to: ❑ Contractor Copies to. ❑ Region ❑ Construction Administrator DOT Form 570 -001 EF ❑ OSC Accounting ❑ City Engineering River Road — 6th Avenue to 16th Avenue Improvements Change Order No. 1 Log Item 1. The 36 -inch Underdrain Pipe Infiltration Trench System as designed in the Plans had to be modified due to the relocation of a Pacific Power pole. The modification resulted in a shorter length of pipe and trench. In order to provide the same capacity, the trench was constructed deeper. The subcontractor, Evans and Sons, has requested a lump sum price of $710 for this added excavation and drain rock. The statewide average low bid price for "Channel Excavation Incl. Haul" and "Gravel Backfill for Drain" during the last 5 years is $9.75 per cubic yard and $29.38 per cubic yard, respectively. The deeper trench results in an increase of 47 cubic yards of excavation and drain rock, which would amount to $1,839.11, if the statewide low bid prices were used. The item, 36 -inch Underdrain Pipe Infiltration Trench System, is paid by the linear foot. The length of the trench to be constructed is 30 feet shorter than the length listed in the Plans, resulting in a savings of $3,600 (30 LF X $120 /LF). Item 2. No class A construction sign plan sheet was included in the Plans. Prior to construction starting, the City required that Class A signs be installed. Four "Road Work Ahead" signs (16 square feet/each) and three "Motorcycles Use Extreme Caution" signs (16 square feet/each) were installed for a total of 112 square feet. The statewide average low bid price for this item during the last 5 years is $14.19, with the South Central Region low bid price of $15.22. The Contractor submitted a price of $15 per square foot. Although this is a little higher than the statewide average low bid, it is lower than the normal low bid price for this region, and therefore, we think that it is an acceptable price. Item 3. The item, Saw Cut, was set up for saw cutting asphalt concrete pavement to a maximum depth of four inches. During construction, there were some cement concrete slabs that also need to be saw cut. The price that their subcontractor, Interstate Sawing and Drilling, submitted to Granite was $0.55 per linear foot per inch depth. Eight linear feet of 4 -inch deep cement concrete had to be saw -cut and 241 linear feet of 5 -inch deep cement concrete had to be saw -cut. On July 18, 2013, Granite submitted a price of $4.26 per linear foot. This price included a 56% profit markup for them. We met with representatives from Granite on August 7, 2013, and told them that this was unacceptable. We agreed to give them a 12% markup, and agreed to a price of 3.06 per linear foot. Item 4. Due to the high volume of truck traffic that uses the road approaches to Washington Fruit, it was determined that it would be beneficial to use a higher strength concrete and increase its depth to 8 inches to improve the wear. It was also determined that including a super plasticizer to reach a high strength quickly (2,500 psi in 48 hours) would be beneficial to all parties. We, therefore, are specifying an 8 -sack concrete mix with a super plasticizer instead of our typical 6 -sack mix. We called Central Pre Mix and they stated that they charge an additional $8 per cubic yard of concrete for each sack of cement and that the super plasticizer cost between $6 and $7 per cubic yard of concrete. This will increase the cost of concrete for the Washington Fruit approaches by $22 per cubic yard. The estimated amount of concrete for these approaches is 40 cubic yards, resulting in a cost increase of $880. Items 5, 6 & 7. The ADA ramps required on all of the commercial approaches and the ADA ramps required at the corner of 6th Avenue and River Road were mistakenly left out of the Plans. We requested a cost from the Contractor for doing this work and they came back with the following prices. For the modified parallel type A ramps at the commercial approaches, they submitted a price of $900 per each. For the modified parallel type A at the northwest corner of 6th Avenue and River Road, they submitted a price of $1,340. For the modified perpendicular approach at the southwest corner of 6th Avenue and River Road, they submitted a price of $2,125. The modifications included transitioning to a width of up to 11 feet. The statewide average low bid price for ramps during the last 5 years is $1,045.09. The total cost to install the ramps at the submitted price for this project amounts to $12,465. The total cost for 12 ramps at the statewide average low bid price of $1,045.09 would be $12,541. Eliminate Item #32. The item, Permanent Signing is eliminated from the project and shown as a credit of $2,000, per the bid price. .emu � ix July 18, 2013 Bruce Floyd City of Yakima 129 N 2 "d St. Yakima, WA. 98902 RE: River Road Improvements Project No. 2314 Saw Cutting Pricc Justification Bruce, 80 Pond Road a Yakima, Washington 98901 Phone (509) 248 -6823 o Fax (509) 576 -7056 WA Reg. # GRANICC916DL / OR Reg. # 101195 This is following up our conversation at yesterday's project meeting. At bid time, the quote from Interstate Sawing & Drilling was $0.35 per inch foot based on the 4 inch depth identified in the plans. The adjusted lineal foot price would have been $1.40 per L.F. Our bid was spread to $2.50 per L.F., making the margin of this item 56 %. We need to maintain this same margin on any additional quantity and any additions to overlooked work required to complete the project. I have included Dave's quote and billing for the added concrete saw cutting that was not identified in the plans at the time of bidding. 0 8 L.F. @ 4 inch depth = 32 I.F. x $0.55 = $17.60 Q 241 L.F. @ 5 inch depth — 1,205 I.F. x $0.55= $662.75 Total = $680.35 $680.35 x 56% / 249 L.F. I.F. = $4.26 Per L.F. The difference in the original pricing and the $4.26 is the unknown length of saw cutting that was completed at the time of the original pricing. We need to discuss the additional cost for asphalt that exceeded the defined 4 inches shown in the plans at bid time. Please call if you have any questions. Sincerely, 1 � Steve W. Mettie Project Manager AN EQUAL OPPORTUNITY EMPLOYER June 15, 2013 Steve Mettie Granite Construction PH: 509- 454 -8561 Subject: River Road Improvements Item A. Curb and Gutter plunge cuts B. Concrete slab cutting Contractor Provides: Lay out of all cut lines 3 days notice for call out Removal of asphalt and concrete by others All Traffic control Price $ 15.00 each $ 0.55 cents per inft Thank you for giving us this opportunity to submit this bid, please feel free to contact me with any questions you may have. Thank you, David Desserault 2455 8eaudry Road, Noxee WA 98936 • 509.834.2044 • Fax: 509.452.7334 WA Contractor's 6icense Flo. INTCRSh9IORR CENTRAL PRE -MIX CONCRETE CO CONCRETE MIX DESIGN CERTIFICATE 2000 East Beach St. - Yakima - WA. 98909 Project: River Rd. Approach's Date: Contractor, Design Slump: Project Location: Yakima - Washington Air Content: Mix / Description: 327547 State Class M / Exterior Water /Cement Ratio Strength Required: 2500 PSI @ 2 Days Cement / Type: QA -100 July 10, 2013 5" 6.0% +/- 1.5% 270 / 752 = 0.36 ASTM C -150 Type I -II Total Aggregate 1 2860 Admixtures. Will be used per manufacturers recommendations, and will be added during batching Remarks: Signed: 5vick W arsine ° Nick Martinez Title: Central Pre -Mix Quality Control Bulk Aggregates Specific Gravity % Agg. Coarse Aggregates 1 -1/2" TO 3/4" 2.67 0.0 3/4" Round 2.67 50.0 3/8" TO #8 2.69 12.0 3/4 Crushed 2.73 0.0 Fine Aggregates ASTM Concrete Sand 2.65 F 38.0 Source of Aggregates: Central Pre -Mix Concrete Co. Toppenish Pit # E - 158 Absolute Saturated Surface Material Description Volume Dry Weights Fly Ash 0.0 SACK 0.00 0 Cement 8 0 SACK 3.83 752 Water 32.4 GALLONS 4.33 270 Gravel 1 -1/2" TO 3/4" 0.00 0 3/4" Round 8.59 1430 3/8" TO #8 2.05 344 Sand 3/4" Crushed 0.00 0 Concrete Sand 6.57 1086 Air Content 6.00% 1.62 5 oz Per YD3 Zyla 630 30 oz Per YD3 ADVA 195 23 oz Per YD3 TOTAL 27 00 3882 �— - Total Aggregate 1 2860 Admixtures. Will be used per manufacturers recommendations, and will be added during batching Remarks: Signed: 5vick W arsine ° Nick Martinez Title: Central Pre -Mix Quality Control )LAFARGE CEMEy T Cement Mill Test Report Month of Issue: APRIL 2013 Plant: Richmond, British Columbia Product: Portland Cement Type 1 /II Mill Test Report # R- TI -13 -04 Manufactured: March 2013 ASTM C 150 -12 and AASHTO M 85 -12 Standard Requirements CHEMICAL ANALYSIS PHYSICAL ANALYSIS Item Sec limit Test Result L Item Sec limit Test Result Rapid Method, X -Ray (C 114) Air content of mortar ( %) (C 185) 12 max 6 Si02 ( %) - 20.1 AI203 (%) 6.0 max 4.8 Blaine Fineness (m2 /kg) (C 204) 260-430 392 Fe203 ( %) 6.0 max 3.5 ca0 ( %) - 64.0 Passing 325 ( %) (C 430) - 98.8 Mg0 ( %) 6.0 max 0.7 S03(%) 3.0 max " 3.1 Autoclave expansion ( %) (C 151) 0.80 max 0.00 Loss on ignition ( %) 3.0 max 2.6 Insoluble residue ( %) 0.75 max 0.20 Compressive strength (MPa, [PSI]) (C 109) CO2 ( %) - 1.8 Moa PSI Limestone ( %) 5.0 max 4.1 3 days 12.0 [1740] min 29.7 4310 CaCO3 in Limestone ( %) 70 min 97.5 7 days 19.0 [2760] min 37.2 5390 28 days (Reflects previous month's data) - 45.4 6580 Time of setting (minutes) Adjusted Potential Phase Composition (C 150) Vicat Initial (C 191) 45-375 100 C3S ( %) - 52 C2S ( %) - 11 C3A ( %) 8 max 7 Heat of Hydration (C186)" - 28 day (KJ /Kg) 361 C4AF ( %) -- 11 Colour (Lafarge Index) 30 C3S +4.75`C3A ( %) 100 max 85 Mortar Bar Expansion ( %) (C 1038)" 0.02 max 0.004 ASTM C 150-09 and AASHTO M 85 -09 Optional Chemical Requirements: NaEq ( %) 0.60 max 0.53 ' May exceed 3.0% S03 maximum based on our C 1038 results of <0.02% expansion at 1.1 days. "Current Production run not available - most recent provided We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of applicable DOT Specifications for Type I and Type II; ASTM C 150 -12 & AASHTO M 85 -12 STANDARD SPECIFICATIONS FOR TYPE I AND TYPE II CEMENT; ASTM C 150 -12 & AASHTO M 85 -12 OPTIONAL CHEMICAL REQUIREMENTS FOR TYPES I & II LOW ALKALI CEMENT. Certified By, Questions or enquiries can be directed to Matt Dalkie Western BU - Richmond Matt Dalkie, P.Eng., LEED Green Associate 7611 No 9 Rd Richmond, BC Lafarge - Technical Services Engineer 604 244 4300 7591 #9 Road, Richmond, BC, V6W OA6 Canada Harold Ptachyk B.Sc., PChem P +1 604 233 9516, C +1 604 328 7793, F +1 604 270 1731 Quality Manager E matt.dalkie @lafarge- na.com 4/2/2013 ASTM C 618 TEST REPORT Sample Number- S- 130402001 Sample Date: March 2013 TESTS CHEMICAL TESTS Silicon Dioxide (Si02), % Aluminum Oxide (A1203), % Iron Oxide (Fe203), % Sum of Si02, A1203, Fe203, % Calcium Oxide (CaO), % Magnesium Oxide (MgO), % Sulfur Trioxide (S03), % Sodium Oxide (Na20), % Potassium (K20), % Total Alkalies (as Na20), % - - - -- - - - - - - -- - -- - - - -- - - - -- ---- - - - - -- PHYSICAL TESTS - - - - -- - - - - - -- - - - - -- - - -- - -- - - - - -- RESULTS 30.45 18.70 575 54.90 27.94 7.68 3.00 2.10 0.31 2.30 Report Date. 4/24/2013 Sample Source: Boardman Tested By- QC ASTM C 618 AASHTO M 295 CLASS F/C CLASS F/C 70 0 /50.0 min 5.0 max. 70.0 /50.0 min. 5.0 max. Moisture Content, % 0.01 3 0 max. 3 0 max. Loss on Ignition, % 0.75 6.0 max. 5.0 max. Amount Retained on No. 325 Sieve, % 2070 34 max. 34 max. Specific Gravity 2.75 Autoclave Soundness, % 0.00 0.8 max. 0.8 max. SAI, with Portland Cement at 7 Days, % of Control 86.4 75 min.* 75 min.* Water Required, % of Control 95.9 105 max. 105 max. Loose, Dry Bulk Density, lb /cu. ft. 8778 Meets ASTM C 618 and AASHTO M 295, Class C The Class (C) Fly Ash from this plant meets the requirements of the MDOT and SCDHPT specifications. ' Meeting the 7 day or 28 day Strength Activity Index will indicate specification compliance. Approved By: z"i— Quality Coordinator Quality Assurance Manager 45 NE LOOP 410, SUITE 700 SAN ANTONIO, TEXAS 210.349 4069 x. DARAVAI W AT60 Air - entraining admixture ASTM C260 Daravair' AT60 is a liquid air - entraining admixture that provides freeze -thaw resist- ance, enhances the finishability characteristics of concrete, and allows concrete producers to accurately control yield. Daravair AT60 is comprised of a blend of high -grade saponified rosin and organic acid salts, and is manufac- tured under stringent controls, assuring quality and consistent performance. One gallon weighs approximately 8.6 lbs (1.03 kg/L) 1 a Daravair AT60 is recommended for use in all ready -mix, precast, prestress and other concrete product plants where the intentional entrainment of a specified level of air is required. ACI 201 Guide to Durable Concrete recommends all concrete which is exposed to any level of freeze -thaw exposure or is subjected to the application of de -icing salts during the winter months should be air entrained. Daravair AT60 has been found to be particu- larly effective in both high cement factor and low slump concrete mixes, which require a very efficient air - entraining admixture Daravair AT60 is also often utilized when a very stable air void system over time is required. Product Advantages Air stability makes it particularly useful for longer transit times Functions well across a wide range of concrete materials Economical to use in concretes which are typically difficult to air entrain Air is incorporated into concrete via mixing mechanics and stabilized into millions of discrete semi - microscopic bubbles in the presence of air - entraining admixtures such as Daravair AT60. These air bubbles act much like flexible ball bearings, thereby increasing the plasticity and workability of the concrete. This allows for reductions in mixing water with no loss of slump Surface bleeding, plastic shrinkage and aggregate segregation are also minimized. Through the purposeful entrainment of air, Daravair AT60 markedly increases the dura- bility of concrete to severe exposures, particularly freeze -thaw cycling. It has also demonstrated a remarkable ability to impart resistance to the action of frost and de -icing salts as well as sulfate, sea and alkaline waters. Daravair AT60 addition rates will vary according to the specified level of air required. Addition rates are also influenced by several variables including specific mix design parameters, material properties of the cement, fly ash, coarse and fine aggregates, and the effects of other chemical admixtures. Other factors such as ambient and concrete temperature, mixing time, and time of addi- tion can also affect the required dosage rates. It is recommended that pre job testing be conducted in order to assure the correct dosage rate of Daravair AT60 is used. Typical Daravair AT60 addition rates range from '/a to 3 fl oz /100 lbs (15 to 200 mL /100 kg) of cement. 3 f E� V Fr >.8 " Daravair AT60 is compatible with most Grace admixtures as long as they are added sepa- rately to the concrete mix. In general, it is recommended that Daravair AT60 be added to the concrete mix near the beginning of the batch sequence for optimum performance, preferably by "dribbling" on the sand. Differ- ent sequencing may be used if local testing shows better performance. Please see Grace Technical Bulletin TB -0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. Daravair AT60 should not be added directly to heated water. Pretesting of the concrete mix should be performed before use, and as conditions and materials change in order to assure compati- bility, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. Please consult your Grace representative for guidance. Daravair AT60 is available in bulk, delivered by metered tank truck, and in 55 gal (208 L) drums. Daravair AT60 should be protected from temperatures below 32 °F (0 °C), but if freezing does occur, thorough mechanical agitation after thawing will restore it to full strength. Adhere to MSDS guidelines when handling product. A complete line of accurate dispensing equip- ment is readily available to dispense Daravair AT60. The dispensers can be installed to discharge the product into the water line, on the sand, or directly in the mixer The concrete shall be intentionally air entrained, containing a specified level of entrained air. The plastic air content shall be determined by ASTM C231 pressure method, or ASTM C 13 8 gravimetric method. The air entrainment admixture shall be Daravair AT60, as manufactured by Grace Construction Products, and will comply with ASTM C260 specification for air - entraining admixtures. The dosage rate of Daravair AT60 will be determined on a individual basis to satisfy the specified requirement for the particularjob. North American Customer Service: 1- 877- 4AD -MIX1 (1- 877 - 423 -6491) Daravair is a registered trademark of W. R. Grace & Co. —Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co.— Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada 1_1S 3C6. This product may be covered by patents or patents pending. Copyright 2007 W. R. Grace & Co. —Conn. AT -1E Printed in U.S.A. 5/09 FA/LVI /1M r �t ZYLA® 630 Water - reducing admixture ASTM C494 Type A ZYLA' 630 water - reducing admixture is a proprietary ZYL/�formulation incorporating highly purified specialty organic chemicals. ZYLA 630 promotes more complete hydration of Portland cement and has no effect on concrete air entrainment. The ZYLA product line of water reducers is specially formulated to have a synergistic effect with polycarboxylate -based mid -range and high -range water reducers that improve flat -work fimshability. This product contains no intentionally added chloride and as such is essentially chloride free. it is manufactured under rigid controls that provide uniform, predictable performance. ZYLA 630 is supplied as a light brown, low viscosity liquid, and is ready -to -use as received. One gallon weighs approximately 9.1 lbs (1.1 kg/L). Product Advantages No impact on concrete air content Better control of water reduction and setting times as compared to traditional lignin, -based water reducers Synergistic perlormance,of, polycarboxylate -based mid -range and high -range water reducers, which include water reduction, concrete strength and air control In the hardened state; improves the compressive and flexural strengths at all ages of concrete versus traditional lignin - based water reducers ZYLA 630 meets the requirements of Specifi- cation for Chemical Admixtures for Concrete, ASTM Designation C494 as a Type A admix- ture. Please consult your Grace representative for guidance on the ZYLA product line. ZYLA 630 is used to produce concrete mixes with lower water content (typically 3% to 10% reduction), greater plasticity and higher compressive strengths. ZYLA 630 is suitable for normal weight and light weight concrete in ready -mix, precast and prestressed applications. The umque chemistry of ZYLA 630 posi- tively impacts the fimshability of concrete by providing a creamier and more homogenous texture, with more uniform and increased bleed rate relative to traditional lignin -based water reducers. The influence of ZYLA 630 on the fimshability of lean mixes has been particularly noticeable. Floating and trowel- ing, by machine or hand, imparts a smooth, close tolerance surface. The addition rate range of 3 to 5 fl oz /100 lbs (195 to 325 mL /100 kg) of cement or cementitious is typical for most applications. However addition rates of 2 to 7 fl oz /100 lbs (130 to 455 mL /100 kg) of cement or cementitious may be used if local testing shows acceptable performance. Pretesting is required to determine the appropriate addition rate for desired performance. The optimum addition rate depends on the other concrete mixture components, job conditions, and desired performance characteristics. ! Y, a , i, w fl ZYLA 630 is compatible with most Grace admixtures as long as they are added sepa- rately to the concrete mix, usually through the water holding tank discharge line. in general, it is recommended that ZYLA 630 be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see Grace Techni- cal Bulletin TB -0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. ZYLA 630 should not come in contact with any other admixture before or during the batching process, even if diluted in mix water. Pretesting of the concrete mix should be performed before use, and as conditions and materials change in order to assure compati- bility, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air - entraining agent (such as Daravair® or Darex® product lines) is recommended to provide suitable air void parameters for freeze -thaw resistance. Please consult your Grace repre- sentative for guidance. ZYLA 630 is available in bulk, delivered by metered tank trucks, in 275 gal (1,040 L) totes, and in 55 gal (210 L) drums. It will freeze at about 287 ( -2 °C), but will be completely uniform after thawing and thorough agitation. A complete line of accurate, automatic dispensing equipment is available. ZYLA 630 may be introduced to the mix through the water holding tank discharge line. The ZYLA product line is formulated to be free of sediment. Concrete shall be designed in accordance with Standard Recommended Practice. for Selecting Proportions for Concrete, ACI 211. The water - reducing admixture shall be ZYLA 630, as manufactured by Grace Construction Products, or equal. The admixture shall not contain calcium chloride as a functional ingredient. ZYLA 630 will not promote corro- sion of reinforcing steel embedded in concrete. It shall be used in strict accordance with the manufacturers' recommendations. The admixture shall comply with ASTM Designation C494, Type A water- reducing admixtures. Certification of compliance shall be made available on request. The admixture shall be delivered as a ready - to -use liquid product and shall require no mixing at the batching plant or job site. North American Customer Service: 1- 877- 4AD -MIX1 (1- 877 - 423 -6491) ZYLA, Daravair and Darex are registered trademarks of W. R. Grace & Co. —Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co.— Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6, This product may be covered by patents or patents pending. Copyright 2008. W. R. Grace & Co. —Conn. ZYLA -630A Printed in U.S.A. 4/08 FA/LVI /1M F I�` National Ready Mixed. Concrete Association Central .Pre -Mix Concrete Co. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List foi• Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Professional Engineer September 13, 2011 September 25, 2013 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct romptly any deficiencies w ' h develo V/ J L� V % e_ - 1pk6-j J /.)eAl of Title of Company Official NOTICE: The Check List indicates only that Ant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate Is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result In legal action. Plant ID #: 802952 © 1965,1992,2001,2002,2006 Certification ID #: 13738 National Ready Mixed Concrete Association 900 Spring Street • Silver Spring o Maryland 20910 National Ready fixed Concrete Association Central Pre -Mix Concrete Co. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List fol- Ready Mixed concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Professional Engineer September 13, 2011 September 25, 2013 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies whic develo . V1 t 6 - FA�Zr_J'/� eDV Signature h_014 any Oftic' I Title of Company Official NOTICE: The Check List Indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself Wth specification requirements must be verified by usual inspection methods In accordance with sales agreements. This certificate is Issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 802939 C 1965, 1992, 2001, 2002, 2006 Certification ID #: 13739 National Ready Mixed Concrete Association 900 Spring Street . Silver Spring • Maryland 20910 P 1. f 'n Date: July 3, 2013 Project: River Road 16th — 6" Ave Contractor: Gilbert Patterson Construction Co. Subject: Concrete Test Reports To The Appropriate Official; QA -201 We are hereby requesting that you include us on your mailing list to receive a copy of all concrete test reports on the above referenced project. Please send copies of all test reports from your office or obtain permission for the testing laboratory servicing the project to mail copies direct. In a continuing effort to more closely monitor the concrete products supplied by Central Pre -Mix Concrete Co, it is essential that we receive this test data. Our own Quality Control Department is involved in random testing of concrete products to insure our customers and ourselves that we are maintaining a high degree of quality. This supplemental data which only you can supply will enable us to better carry out this program and better serve you as our customer. Very truly yours, Nick Martinez Central Pre -Mix Quality Control 2000 E. Beech St Yakima WA. 98901 Email: nrmartinez (a)oldcastlematerials.com Office: 509- 225 -2679 Cell: 509- 728 -8276 Fax: 509- 453 -3344 July 30, 2013 Bruce Floyd City of Yakima 129 N 2nd St. Yakima, WA. 98902 RE: River Road Improvements Project No. 2314 ADA Ramp Pricing 80 Pond Road a Yakima, Washington 98901 Phone (509) 248 -6823 a Fax (509) 576 -7056 WA Reg. # GRANICC916DL / OR Reg. # 101195 Bruce, This is the pricing for the three different types of ADA ramps that we discussed. The following prices includes the pedestrian curb that is required on for each design. 1. Modified Parallel Type A 10 ea. @ $900.00 = $9,000.00 2. Modified Parallel Type A 36 +25 Lt. 1 ea. @ $1,340.00 = $1,340.00 3. Modified Perpendicular 36 +25 Rt. 1 ea. @ $2,125.00 = $2,125.00 Would you precess the change order as soon as possible, so I can modify the contracts with Gilbert. Please call if you have any questions. Sincerely, Steve W. Mettie lo Project Manager �J Y TYPE 1Q EX. CONTECH MH A rVI, W" w NEW ROADWAY 83 3g Y. CUT CURB ; -- - - - - - - - - -S :3"01.07(19.00'RT.) GAS ASPHALT 1_093.94 GAS \ CONCRETE - ------------ i� _::_m CBN - - -OP - -- \ - - - -- OP SIGN _ OP _ PPL# 534711 PLANTER CURB FLAG 3LQP E �\ \ POLE N i C CONC WALK �' S �c I I / YOGA rvi iv I Wv I cn i Wv -� I SSMH I W � 1 � 9006' E END: 36 +45.55 I L 1 � I I S M H\ GAS EX. CB I CB ST • 3 +12.58($1 81'RT.) 1093.59 p - - -OP I wv � L . - -11 -� I STA: 6 +28.01(41. 9'fitT. I 1094.29 < SSMH I LL i I 8,85' I I C ARON RAESA UNLIMITED LLC 181313 -21001 CURB RETURN DATA PC 35 +89.22 19' LT. 1094.04 MC I I I 1094.20 PT 36 +29.14 59.23' LT. 1094.36 R = 40.0' T = 40.15' L = A = 62.98' 90'13'05" Q� MATCH EX. ASPHALT PATHWAY MATCH I GRADE EX. ASPHALT TPED GRADE BREAK STUB N & S FROM NEW JB END OF RUN FROM WEST GRASS VINYL FENCE r�TE- LE -VLT EX. R/W UP ��oe - - - _ _ sP- _ - - --op OP Ti E PPL# 1342 - - - - - - - - -- - - - - - - - - - - - - - - - - EX. CONTECH MH CONTECH� _ SDMH ---------------- - - - - -- --------------- 0') Dl\/[=D ann 3" DI w w w�= _1 ", NEW ROADWAY sl r i i i i 1L) O 3 wV wV I • .l : lm i 111-1f, / OP � — M N I U) - I I I I I -- I O SSMH I 7---ift—'END: 36 +45.: I NI _ IO � I I I � O I m _ � I I U o o - - -. I I x - = - -1 LLJ I w 1 I Z� - W > \ (n — -� _ wV I • .l : lm i 111-1f, / OP � — M N I U) - I I I I I -- I O SSMH I 7---ift—'END: 36 +45.: Change Order ` �O City of Yakima Change Order Number 2 Project: (Name) River Road Improvements Change Order Date November 14, 2013 (Address) N. 16thAvenue to N. 6th Avenue Contract Number 2314 To: (Contractor) TGranite Construction Inc. Contract Date June 10, 2013 L J You are directed to make the following changes in this Contract: • Add CO #2 -1 Lowering and Raising Existing Utilities by Force Account for the sum of $38,971 82 Total this change order +$38,971 82 All adjustments to finished grade shall be by the City of Yakima detail S3. This is to be considered as much a part of the contract documents as if it was included in the original contract. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was ......, ,,, $ 820,820.00 Net change by previous Change Orders $ 14,496.94 The Contract Sum prior to this Change Order $ 835,316.94 The Contract Sum will be: l Increased ❑ Decreased ❑ Unchanged by this Change Order $ 38,971.82 The New Contract Sum including this Change Order will be . . $ 874,288.76 The Contract Time will be: ❑ Increased ❑ Decreased Al Unchanged by working days The New Contract Time will be 80 working days Co acto C • pproval Rec. - „ ded Approved _ ' , By /�� — By � . � Construction Supervisor By l ` c1 / Title /'rte /_ / _ /l��j Date // �i C ` / S Title Director of Engineering and Utilities By 47/.1 Project Manager Date 1 1 a l� Date /.,.247 .._/ Date CITY CONTRACEN. /g" - /0, C JJ ■,./14 w \Jr3C.7 G Based on Original to: ❑ Contractor Copies to: ❑ Region ❑ Construction Administrator DOT Form 570 -001 EF ❑ OSC Accounting ❑ City Engineering Utility Adjustment Summary CRAF ITE° River Road Improvements N. 16th Ave to N. 6th Ave City of Yakima Project: 2314 Granite Construction Job: 403067 TOTAL $38,971.82 FA # Date Contractor /Supplier Description Sub Amount Granite Amount Total 19 6/13/2013 Granite Referencing Control Point $846.98 $846.98 20 6/14/2013 Granite Lower Utilities $2,243.12 $2,243.12 21 6/17/2013 Granite Lower Utilities $1,205.98 $1,205.98 26 8/12/2013 Granite Set /Adjust Manhole at ST35 + 5LT $365.59 $365.59 27 8/13/2013 Granite Set /Adjust Watervalve $90.32 $90.32 35 8/21/2013 Granite Adjust Water Valve at 6th and River Road $180.65 $180.65 37 9/3/2013 Granite Relocate Utilities $660.91 $660.91 38 9/4/2013 Stripe Rite Additional Traffic Control $1,047.74 $125.73 $1,173.47 39 9/4/2013 Granite Raise Utilities $2,703.46 , $2,703.46 40 9/5/2013 Stripe Rite Additional Traffic Control $1,097.29 $131.67 $1,228.96 42 9/5/2013 Granite Raise Utilities $3,193.67 $3,193.67 44 9/6/2013 Granite Raise Utilities $3,424.96 $3,424.96 45 9/6/2013 Stripe Rite Additional Traffic Control $1,073.28 $128.79 $1,202.07 46 9/9/2013 Granite Patch Utilities $662.85 $662.85 47 - 9/9/2013 Stripe Rite Additional Traffic Control $636.57 $76.39 $712.96 51 9/12/2013 Granite Raise Utilities $3,813.07 $3,813.07 52 9/12/2013 Stripe Rite Additional Traffic Control $1,073.28 $128.79 $1,202.07 53 9/13/2013 Granite Raise Utilities $3,174.06 $3,174.06 54 9/13/2013 Stripe Rite Additional Traffic Control $1,010.89 $121.31 $1,132.20 55 9/16/2013 Star Rentals Air. Compressor Rental for Utility Adjustments $1,410.29 $169.24 $1,579.53 56 9/16/2013 Granite Raise Utilities $2,761.77 $2,761.77 57 9/16/2013 Stripe Rite Additional Traffic Control $948.50 $113.82 $1,062.32 58 9/17/2013 Granite Raise Utilities $1,906:30 $1,906.30 60 9/17/2013 Stripe Rite Additional Traffic Control $1,010.89 $121.31 $1,132.20 61 9/18/2013 Granite Utility Adjustment $389.14 $389.14 63 9/18/2013 Stripe Rite Additional Traffic Control $300.37 $36.04 $336.41 64 6/17/2013 Stripe Rite Additional Traffic Control $523.93 $62.87 $586.80 Totals - $10,133.03 - $28,838.79 $38,971.82 • 0 ' Change Order k , City of Yakima Change Order Number 3 Project: (Name) River Road Improvements Change Order Date January 23,2014 (Address) N. 16thAvenue to N. 6th Avenue Contract Number 2314 To: (Contractor) Granite Construction Inc. Contract Date June 10, 2013 L J You are directed to make the following changes in this Contract: • Add Item CO #3 -1. HMA for Preleveling Cl. 1/2 In PG 64 -28, 631 53 Ton @ $85 /Ton for $53,680 05 _ • Add Item CO #3 -2 Additional Repair and Replacement, by Force Account, $23,129.94 Total Amount for this Change Order is $76,809 99 This Change Order is to be considered as much a part of the Contract Documents as if it was included in the original contract. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was . $ 820,820.00 Net change by previous Change Orders .$ 53,468.76 The Contract Sum prior to this Change Order ... . $ 874,288.76 The Contract Sum will be: rf Increased ❑ Decreased ❑ Unchanged by this Change Order $ 76,809.99 The New Contract Sum including this Change Order will be . ... $ 951,098.75 . The Contract Time will be: ❑ Increased ❑ Decreased K Unchanged by working days The New Contract Time will be 80 working days • Contr or 97 Approval Reco • • me • ed App • ed / . B ._ „.B "•=/ ∎ Construction Supervisor )ir,...4 Date Z ' C.,, , � 4- 1 i ' 1(Q " Title / – / 1 - - j Tit l e •, . , By Project Manager Date y i el l g _ 4 /9 Date – _ i Date .5 CITY CONTRACINO., 05 KtLJLu I wn NV: Based on original to: ❑ Contractor Copies to: ❑ Region ❑ Construction Administrator DOT Form 570 -001 EF ❑ OSC Accounting ❑ City Engineering River Road- 16 Avenue to 6 Avenue City Project No. 2314 Change Order No. 3 Justification As the Contractor's surveyor was staking the project, it was realized that the existing roadway cross section between Stations 12 +00 and 23 +18 was flat. This section of the roadway had been paved within the past seven years as part of a sewer project, and, in an effort to minimize costs; it had been determined to just overlay this section. After discussions with the Contractor, it was determined that the best and least expensive solution to fixing the cross section would be to create a 1.5% crown by preleveling with hot mix asphalt (HMA). The Contractor agreed to supply the HMA for Preleveling CI 1 /2 Inch, PG 64 -28 at the same price ($85 /ton) that had been bid in the project for the HMA Cl. '/2 Inch, PG 64 -28. The WSDOT- bid analysis for HMA for Preleveling CL 1 /2 Inch, PG 64 -28 during the last five years had an average low bid price of $90 /ton in the South Central Region, which is the area that includes Yakima. The costs for the "Additional Repair or Replacement" that were paid for by Force Account include. - • Paving a longer transition from the new roadway elevation to Washington Fruit's driveway ($7,859.77). The elevation difference from the new roadway to Washington Fruit's- driveway was eight inches. Paving just the typical two foot long transition would have resulted in an unacceptable bump. In order to leave an acceptable angle point (4 %), it was required to lengthen the paved transition to 14 feet. This work required 39 tons of asphalt and took about 5 hours to complete • Grade Changes ($5,291.37) — This work includes additional traffic control and surveying required to re -stake the roadway grade between stations 12 +00 and 23 +18. • Furnishing and placing shale rock in front of Washington Fruit ($3,899 76) — Due to the modified roadway elevation, and in order to tie into the landscaping previously done by Washington fruit, it was necessary to haul in and place additional shale rock. • Removal of Obstructions ($3,174 81) — This work consists of the saw cutting, loading and hauling away of asphalt, concrete and other items not listed or shown on the plans. • Irrigation Repair ($1,248.12) — This work consists of repairing existing sprinkler irrigation lines in the vicinity of the intersection of 6 Avenue and River Road. • Raising Catch Basins ($1,080.13) — There were two catch basins in the vicinity of the intersection of 6 Avenue and River Road that had to be raised due to the new roadway elevation. • Placing and Removing Steel Plates ($458 09) — This work consists of installing temporary steel plates at Sta 19 +10 Rt., 23 +50 Rt. and 31 +50 Rt. • Placing Sleeve under Driveway ($117.90) — This work consists of installing a sleeve at Station 33 +27 Rt. in order to protect the irrigation main.