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Home My WebLink About5349 Contract Number: 5349 Vendor: PAPE & SONS CONSTRUCTION, INC. Subject: Washington Avenue Sewer Improvements Department-.: Engineering File Class: LEG 12-1 Begin Date: 1/3/2014 End Date: 12/31/2014 Review Date: 1/1/2015 Vault Date: 2015 Comments: CO #1 12/11/14 � CITY OF BREMERTON . CHANGE ORDER CONTRACT CHANGE ORDER NO: � � PROJECT NAME: Washington Avenue Sewer Improvements PROJECT NO: 4508/5313 CONTRACTOR: Pape and Sons ORIGINAL CONTRACT AMOUNT: $1,587,538.45 DAYS: 217 PREVIOUSLY APPROVED CHANGES: �0.00 DAYS: 0 THIS CHANGE: ($48,726.44) DAYS: � 3 REVISED CONTRACT AMOUNT: $1,538,812.01 DAYS: 220 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) CONTRAC CONTRACT IN CONTRACT T TIME � `� AMOUNT AMOUNT EXTENSIO � � " " ($) ($) N (DAYS :) > > � � X X This is the final closeout change order for the project to zero out 0 ($48,726.44) 3 the quantities and establish the final contract amount. There were three bid schedules for the project and both tax ru1e170 and 171 applied. The contract included a force account allowance in each bid schedule for any extra work that was required. See the attached summary of the extra work items and final quantities for the project. Note that there was also an increase in sales tax from 8.6% to 8.7% at the beginning of the contract time. NET CHANGE IN CONTRACT AMOUNT 3 INCREASE OR (DECREASE) REVISED CONTRACT AMOUNT $1,538,812.01 ESTIMATED SALES TAX AT 8.7% $95,188.13 � (SCHEDULE B &C ONLY) TOTAL INCLUDING SALES TAX $1,634,000.14 220 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. CONTRACT CHANGE ORDER NO: � PROJECT NAME: Washington Avenue Sewer Improvements The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR � - r' Approved: DATE:�/2�� PROJECT MA AGER / . Ib � /�� Recommended: DATE. ! I CITY ENGINEER Council action is required as project cost will exceed approved budget. ❑ Yes ■ No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes ■ No Recommende � DATE: ►o i �I�- DIRECTOR O BLIC ORKS AND UTILITIES - Recommended: DATE: jb T � MAYOR Approved: � DATE:��l/�,� APPROVED AS TO FORM: ATTEST: 1 V" � Bremerton Ci Attorney City Clerk Page 2 of 2 Contract Number. Vendor. Sub�ect: Department: File Class: Begin Date: End Date Review Date Vault Date. Comments. 5349 PAPE & SONS CONSTRUCTION, INC. Washington Avenue Sewer Improvements Engineering LEG 12-1 1/3/2014 11/30/2014 12/1/2014 1 1 1 1 1 ' ' 1 i 1 � ' ' ' ' , � , ' �� CITY CLERK �u� �:M �� f, <� �� °' ' � : � � F Contract Documents for WA SHI NG TON A VENUE SEWER IMPROVEMENTS NO VEMBER 2013 City of Bremerton Project No. 5313 Bid Openmg Pre-Bid Conference Contact Person December 2, 2013 @ 1 00 P M City Clerk's Office City Hall, 345 6th Street Bremerton, WA 98337 November 20, 2013 @ 10 00 A M 3027 Olympus Drive Bremerton, WA 98310 Ned Lever, P E 3027 Olympus Dnve Bremerton, WA 98310 Tel (360) 473-2398 Fax (360) 473-5398 , �l 1 THIS PAGE LEFT INTENTIONALLY BLANK 1 � � 1 � � � � � ' � � � �� ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents 23fr189fr113 (01/04) � November 2013 e r r r Engoneer: � Pazametrix 4660 K�tsap Way, Surte A Bremerton, WA 98312 � � r � � ■J � � � � � ' ' .,, , , November 22, �8��6° .2o r3 Owner. City of Bremerton 345 6`� Street Bremerton, WA 98337 � . � � . , � � . ;�, �, To All Holders of the Biddmg Documents, Contract SpecificaUons, and Construchon Drawings This Addendum forms a part of the Contract Documents and modifies the Biddmg Documents, Contract Specifications, and Construction Drawmgs for the opemng date of December 3, 2013 Acknowledge receipt of this addendum on the Proposal Failure to do so may sub�ect the Bidder to disqualification This addendum consists of ,,��, � Pages of text (mcludmg this cover sheet) Prepared by Damon McAlister, P E 1 Checked y. _ __ _ ____ ______ id Di � Approved by _ ___ ____ _ ` �_ _..�. __ _ __ Brian Bunker, P E � City of Bremerton Washi'regton Aver+ue Sewer /mprwements Addendwn No 1 A-1 . , ... _. ... r a. 236-1896-I13 November 11, 20l3 ' ADDENDUM NO. 1 WASHINGTON AVENUE SEWER IMPROVEMENTS REVISIONS TO CONTRACT DOCUMENTS BIDDING DOCUMENTS 1. Cover Page a REPLACE the B�d Openmg date wrth the followmg "December 3, 2013 @ 1 00 P M" 2. Notice Invit�ng B�ds (Page I-1) a REPLACE the Bid Openmg date m the first paragraph with the following "DECEMBER 3, 2013" b REPLACE the Engmeer's estimate range in the fifth paragraph with the followmg "$1 7M and $2 OM" 3. BID PROPOSAL (Pages BF-11 through BF-16) a REPLACE wrth the attached revised Bid Proposal Changes �n bid rtems and bid quantrties are highlighted in gray CONTRACT SPECI�ICATIONS 1. Drvision 1— Sect�on 1-0511(1) Substanhal Complet�on Date (Page III-27) a ADD the following sentence to the end of the third paragraph "Phys�cal completion of the work for final mspection shall occur w�thin 30 days of the Substant�al Completion for each phase of work ident�fied under Spec�al Provision 1-04 12 — Phased Substantial Completion " 2. Division 1— Section 1-07.15 Temporary Water Pollution/Erosion Control (Page III-33) a ADD the following "Contractor shall take necessary measures to prevent surface water and groundwater from migratmg mto contammated so�l areas found m the field by the Contractor durmg construction Payment for these water control measures shall be included m the lump sum bid item `Erosion/Water Pollutton Control' Payment for collecting, handlmg, and disposmg of the contammated water will be paid for under a separate force account " Ciry of Bremerton 236-1896-1 /3 Washrngton Avenue Sewer Improvements A-2 November 22 2013 Addendum No 1 t 0 r C � � ' � , ' r � , 1 � ' � 3. Division 1— Section 1-07.30 Field Office (Pages III-46 through 48) a REPLACE the second sentence of the first paragraph with the followmg "The field office shall provide a mmimum 240 square feet and an 8-foot ceilmg height for the exclusive use of the Engineer and the Engineer's staff " b REPLACE the first sentence of the second paragraph w�th the followmg "The field office shall be a weather-tight buildmg, e�ther portable or permanent structure, a mmimum eight (8) feet wide, havmg at least one door " c REPLACE Items a, b, e, and f in the fifth paragraph with the following "a Conference table, 30 mches by 72 mches (one) b Office desk cha�rs, new (two) and foldmg chairs (two) e Three (3) shelf bookcase, 15 mches deep by 36 mches w�de, (one) f Fee standmg closet w�th shelvmg and lockable door " d DELETE Item i(iv) and Item k from the fifth paragraph 4. D�vision 2— Section 2-02.3(5) Remove/Abandon Existmg Sewer System (Page III-69) a REPLACE the second paragraph wrth the followmg "Sewer pipe that �s abandoned in place shall have a concrete plug mstalled m all openmgs The length of plug shall equal twice the diameter of the p�pe " 5. D�vision 2— Section 2-09.3(1)G Trench Dewatermg (Page III-74) a DELETE th�s section m rts entirety This section was �n conflict with Sect�on 7-08 3(1)D Trench Dewatering 6. D�vision 2— Section 2-09.3(9) Removal and IDisposal of Contammated Mater�al (Pages III-74 and 75) a ADD the followmg to the fourth paragraph titled "Contaminated Water " "Contractor shall sample and test the contaminated water for gasolme and benzene, toluene, ethylbenzene and xylenes (BTEX) usmg method NWTPH-Gx/EPA 8021B, diesel and lube oil usmg method NWTPH-Dx, and total suspended sol�ds usmg method EPA 160 2 Contammated water meeting the follow�ng criter�a may be disposed of at the City's wastewater treatment plant, using the samtary sewer conveyance system, w�th prior approval from the Engineer • Turb�d�ty — Less than 100 nephalometric turbidity umts (NTUs) • Total Suspended Sol�ds — Less than 266 milLgrams per lrter (mg/1) • Benzene — Less than 0 07 mg/1 • Ethylbenzene — Less than 1 7 mg/1 • Toluene — Less than 1 4 mg/1 i � Ctry of Bremerton Wash�ngfon Avenue Sewer Improvements Addendum No ! � I A 136-/896-/ l3 Navember 11 2013 • Gasolme — Less than 1 mg/1 • D�esel — Less than 1 mg/1 Contammated failing any of the above criteria for petroleum but meet�ng a criterion of less than 10 mg/1 total petroleum hydrocarbons (the sum of the md�vidual petroleum constituents listed above) may be trucked and disposed of at the City's wastewater treatment plant directly, with prtor approval from the Engineer Samplmg will be conducted daily (one sample per day) on an mit�al bas�s until the nature of the contammation is understood No dewatermg water shall be discharged to the samtary sewer until test results for that day's dewatermg have been received Turbidrty will be measured at the time of sample collect�on usmg a portable turbidity meter Laboratory analysis will be conducted on a 24-hour turnaround basis to provide an assessment of contamtnant levels as soon as reasonably attamable Samplmg frequency w�ll be reduced to once a week followmg the first four sampling days if the m�t�al results show the discharge is in compliance More frequent samplmg may be implemented as appropriate All turb�dity measurements and sample collection information shall be recorded m a log book that will be provided to the Engmeer at the end of the Work All turbidity and analytical data shall be provided to the Engmeer as data are available so that t�mely decisions regardmg dewatermg water disposal can be made and delays avo�ded 7. Div�sion 2— Section 2-09.4 Measurement (Page III-75) a ADD the following paragraphs "No separate measurement w�ll be made for trench dewatermg " S Div�sion 2— Section 2-09.5 Payment (Page III-75) a DELETE the followmg from the payment descnption for b�d rtem "Contammated Material Excavation Incl Haul" "and water" "collect�ng, handmg, and stormg contammated water," b ADD the followmg paragraphs "Contaminated Water Handlmg and Disposal", by force account as provided in Sect�on 1-09 6 All costs associated with collectmg, handling, and stormg of contammated water, test�ng of contammated water, and transportmg and disposmg of contaminated water to an approved fac�lity will be paid by force account under item `Contaminated Water Handlmg and Disposal "' 9 Division 7— Section 7-22.3(2) Installation Standards (Page III-124) a ADD the following paragraph "S�mplex and duplex grmder pump alarm panels shall include the E/One Sentry Advisor (Standard Features only) for remote momtormg of the system " Gty of Bremerton Washrngton Avenue Sewer /mprovements Addendum No 1 A-4 236-/896-/ /3 � November 22 2013 ' ' r � 10. Division 7— Sect�on 7-22.3 1 General a e III-124 � ) � g ) � ' ' , C � � , ' ' � ' � � � a REPLACE wrth the followmg "Simplex and duplex grmder pump assemblies shall be mstalled per City of Bremerton Standard Details 6042, 6101, 6102, 6103, 6104, 6110, 6111, and 6112 Contractor shall submit an Electrical Plan for C�ty rev�ew and approval that outtmes the electrical work for each residence The Plan shall mclude a scope of work for each service and a construct�on cost estimate The electrical work w�ll mclude electrical panel upgrades and building interior routing, as identified in Section 7-22 3(5), trenchmg and backfill of conduit and cabling between the electrical panel and the control panel, as well as to the grinder pump, mountmg the control panel to the building exter�or, and all other associated electrical �mprovements Preparation of the Electr�cal Plan shall be reimbursed under the "Mobilization" bid rtem Landscape restoration will be paid for under bid item "Landscape Repair — Grinder Pumps " Contractor shall be sure to �dentify their electr�cal subcontractor in the List of Subcontractors form at hme of bid " 11 Division 7— Section 7-22.3(3) Call for Inspection (Page III-126) a DELETE the first and second sentence of the first paragraph b ADD the following to the first paragraph "No City perm�t fees will be requ�red for the gnnder pump installat�ons Costs for L&I mspections shall be paid for under the "_ Grinder Pump Assembly, Complete" b�d �tems and not the electr�cal force account " 12. D�vision 7— Section 7-22.3(5) Residence Electrical Panel Upgrade (Page III-126) a ADD the followmg paragraph "The electrical panels at residences at 916, 944, and 952 Washmgton Avenue are located at inter�or walls and/or in basements, and not along an exterior wall All electrical work required to provide power to the grmder pump control panel from the electrical panel shall be reimbursed under `Electrical Panel Upgrade and Winng' force account " 13. D�vision 7— Section 7-22.5 Payment (Page III-127) a DELETE the last two paragraphs and REPLACE with the followmg "`Electrical Panel Upgrade and Wiring', by force account as provided m Sechon 1-09 6 Payment for upgradmg the electr�cal panels at ex�stmg res�dences m order to accommodate grinder pump assembly construction, trench�ng and backfill of condurt and cabling, mountmg the control panel to the buildmg exterior, and all other associated electrical work necessary for mstallmg the gr�nder pump assemblies will be paid by force account m accordance with Section 1-09 6 To provide a common basis of B�d, the Owner has entered an amount m the Proposal for `Electr�cal Panel Upgrade and W�rmg' to become part of the Contractor's total Bid " � Ctry of Bremerton Washrngton Avenue Sewer /mprovements Addendum No 1 A-S 236-/896-113 November22 20/3 ' 14. D�viston 8— Section 8-02.5 Payment (Page III-131) a REPLACE wrth the followmg " `Landscape Repa�r', per lump sum The lump sum contract price for "Landscape Repa�r" shall constitute full pay for all labor, materials, toois, and equipment necessary and mc�dental for the restoration of landscape features damaged and/or d�sturbed durmg construction on private properties and Evergreen Park, not includmg those restdential propert�es along the eastside of Washington Avenue Surface restorat�on shall be as specified on the Plans and Standard Spec�ficat�ons, and shall also include the replacement of all irr�gahon system components m Evergreen Park and coordmation wrth Bremerton Parks and Recreat�on `Landscape Repair — Grinder Pumps', per force account Payment shall be paid by farce account in accordance with Section 1-09 6 Work under th�s force account b�d item shall also include restoration of all landscape features on fourteen (14) private properties along the eastside of Washmgton Avenue that are to have grinder pump assemblies Work shall include, but not be limited to restaration of lawns, rockeries, concrete walls, sidewalks, driveways, brick walkways, fences, and other landscape features " 15. D►v�sion 8— Sect�on 8-14.3 Construction Requ�rements a Supplement Section 8-14 3 ofthe WSDOT Standard Specifications with the following "Crushed surfacing top course material shall be including m the construction of the sidewalks and driveway approaches per City of Bremerton Standard Deta�ls 3101 and 3121 A 4-inch layer of crushed surfacmg top course mater�al shall also be mcluded m the construct�on of all ADA ramps Cost for the crushed surfacmg top course material shall be mcluded m the sidewalk, driveway, and ADA ramp b�d rtems " 16 D�vision 8— Section 8-14.5 Payment a Supplement Sect�on 8-14 5 of the WSDOT Standard Specificat�ons with the following "Payment for the crushed surfac�ng top course material shall be mcluded m the sidewalk, driveway, and ADA ramp bid rtems " 17. Drvis�on 9— Section 9-05.23 High-Dens�ty Polyethylene (HDPE) Pipe (Page III-135) a REPLACE the th�rd bullet of the second paragraph wrth the followmg "Gravrty Pipe for Sewer Mams SDR 17 " APPENDIX B— CITY OF BREMERTON STANDARD DETAILS 1. Detai16120 — Collection Valve Box Clean-Out Standard Detad a REPLACE the check valve, ball valve mside the valve box wrth an E/ONE Stainless Steel Lateral Krt, 1-1/4", fittmgs as reqwred Crty af Bremerton 136-1896-/13 Wash�ngton Avenue Sewer /mprovements A-6 November 22 10/3 Addendum No / ' ' �J CONSTRUCTION DRAWINGS 1. Sheet G3.1— Sheldon Blvd Roadway and Ut�lit�es, Demolit�on and Tesc Plan, STA 1+00 to 7+50 a Legend — DELETE "REMOVE AND DISPOSE OF FULL DEPTH ASPHALT PAVEMENT ' AND SUBGRADE (REFER TO ROADWAY SECTION PLANS)" and REPLACE wrth "REMOVE AND DISPOSE OF FULL DEPTH ASPHALT AND CONCRETE PAVEMENTS AND SUBGRADE (REFER TO ROADWAY SECTION PLANS)" , 2. Sheet G3.2 — Sheldon Blvd Roadway and Utdities, Demolihon and Tesc Plan, STA 7+50 to 11+75 ' a Legend — DELETE "REMOVE AND DISPOSE OF FULL DEPTH ASPHALT PAVEMENT AND SUBGRADE (REFER TO ROADWAY SECTION PLANS)" and REPLACE w�th "REMOVE AND DISPOSE OF FULL DEPTH ASPHALT AND CONCRETE PAVEMENTS AND SUBGRADE (REFER TO ROADWAY SECTION PLANS)" ' , ' ' � , 3. Sheet C1.1— Water and Sanitary Sewer, Sheldon Boulevard STA 0+00 to 4+00, Plan and Prof le a ADD a Fire Hydrant Assembly per COB Std Deta�l #5081 at STA 1+70, 18 00'LT, mcludmg an 8"x6" Tee (MJxFL) and 6" GV (FLxMJ) at the 8-mch Water Ma�n 4. Sheet C1.2 — Water and Sanitary Sewer, Sheldon Boulevard STA 4+00 to 7+50, Plan and Profile a REVISE the p�pe mater�al of the 15 LF 6" SS Lateral from PE to PVC at McKenz�e Avenue STA 1+30 b ADD a 22 LF 6" SS Lateral (PE), w�th a 6" Cap, IE=124 65 at STA 5+66 46, 17 00' RT per Sewer Construct�on Note #4 5. Sheet C1.3 — Water and Sanitary Sewer, Sheldon Boulevard STA 7+50 to 11+75, Plan and Profile a NOTE, the exist�ng PSE power pole at STA 9+18, 18' LT will be relocated north by ' approx�mately 4 feet by PSE Contractor shall coordmate construction efforts with PSE and the City !� � , � ' 6. Sheet C1.9 — Water and San�tary Sewer, McKenz�e Avenue, Plan and Profile a DELETE the sewer pipe call-out and 8" Sol�d Sleeve (MJ) and REPLACE wrth the followmg "135 LF, 8" SS (C900 PVC), S=0 55%" 7. Sheet C1.10 — Water and San�tary Sewer, Cogean Avenue, Plan and Profile a DELETE the sewer pipe call-out and 8" Sol�d Sleeve (MJ) and REPLACE with the followmg "88 LF, 8" SS (C900 PVC), S=2 48%" City of Bremerton 236-1896-113 Washrngton Avenue Sewer /mprovements A-7 November 22 20/3 Addendum No l ' 8. Sheet C2.1— Trench Detads - � a Concrete Roadway Restorat�on, Section C— ADD the followmg to the dowel bar note "TRANSVERSE JOINT LOCATIONS SHALL MATCH EXISTING CONCRETE PAVEMENT, WITH A MAXIMUM JOINT SPACING OF 10 FEET NO TIE BARS WILL BE REQUIRED ON THE LONGITUDINAL JOINT THAT RUNS PARALLEL TO THE TRENCH WHERE MATCHING TO EXISTING " 9. Sheet C2.2 — Water and Sanitary Sewer Details a Shallow Manhole, Deta�l 1— REPLACE with the attached deta�l 10. Sheet C5.4 — Wash�agton Avenue, Sewer Lateral Connect�on Plan a Sewer Lateral Trench Deta�l 1— DELETE the call-out "SEWER LATERAL PIPE" and replace w�th the following "SEWER LATERAL PIPE/ELECTRICAL CONDUIT" b Sewer Lateral Trench Detail 1— ADD the follow�ng note , "MINIMUM 24-INCH COVER OVER SEWER LATERAL PIPE AND ELECTRICAL CONDUIT" a Ciry of Bremerton Washengton Avenue Sewer Improvements Addendum No 1 A 236-/896-1 !3 � November 21 20/3 ' ' ' ' ' � � � � � ' , ' � � � L� � BID PROPOSAL BASE BID (SCHEDULES A, B, AND C) November 2013 The followmg proposal has both lump sum and unit pnce bid items In the final column of each schedule, write out the price in dollars and cents using numerals Sales Tax — The Bidder shaA �nclude sales tax m the Bid Item price per Section 1-07 2(1) — State Sales Tax Rule 171 for all items m Schedule A Item Estimated Total No Section Descri tion Quanti Unit Price Amount SCHEDULE A — ROADWAY IMPROVEMENTS A-1 1-04 Minor Chan es and Force Account EST $40,000 $40,000 A-2 1-09 Mobdization LS $ $ A-3 SP 1-10 Pro ect Tem ora Traffic Control LS $ $ A-4 SP 2-02 Removal of Structures and LS $ $ Obstructions A-5 SP 2-02 Pothole Existin Utdit 10 EA $ $ A-6 SP 2-02 As halt Conc Pavement Removal 1,113 SY $ $ A-7 SP 2-02 Cement Conc Pavement Removal 2,218 SY $ $ A-8 SP 2-02 Cement Conc Sidewalk and $ $ Dnvewa Removal 547 SY A-9 SP 2-02 Cement Conc Curb and Gutter 1,686 LF $ $ Removal A-10 SP 2-02 Remove/Abandon Storm S stem LS $ $ A-11 SP 2-02 Ad ust Existin Utdit to Grade 5 EA $ $ A-12 2-03 Roadwa Excavation Incl Haul 876 CY $ $ A-13 SP 2-09 Shorin or Extra Excavation Class B LS $ $ A-14 SP 2-09 Contaminated Material Excavation 750 TN $ $ Incl Haul A-15 SP 2-09 Contaminated Water Handimg and FA $20,000 $20,000 Dis osal A-16 SP 2-12 Geo rid Reinforcement 2,813 SY $ $ A-17 SP 4-04 Crushed Surfacm To Course 1,467 TN $ $ A-18 SP 5-04 Cold Mix 70 TN $ $ A-19 SP 5-04 HMA CI 1/2 In PG 64-22 542 TN $ $ A-20 5-05 Cement Conc Pavement 21 CY $ $ A-21 SP 7-04 Solid Wall PVC Storm Sewer Pi e, 18 LF $ $ C�ty of Bremerton 236-1896-113 (01/04) , Wash�ngton Avenue Sewer Improvements BF-11 November 2013 Contract Documents — Addendum No 1 B�d Proposal u Item Estimated Total No Section Descri tion Quant� Unit Price Amount 61n Diam A-22 SP 7-04 Solid Wall PVC Storm Sewer Pipe, 383 LF $ $ 81n Diam A-23 SP 7-05 Catch Basm, T e 1 13 EA $ $ A-24 SP 7-08 CDF Backfdl 10 CY $ $ A-25 SP 8-01 Erosion/Water Pollution Control LS $ $ A-26 SP 8-02 Landsca e Re air LS $ $ A-27 SP 8-04 Cement Conc Curb and Gutter 856 LF $ $ T eA A-28 SP 8-04 Cement Conc Curb T e C1 830 LF $ $ A-29 SP 8-06 Cement Conc Dnveway Approach, 17 SY $ $ ' T e III A-30 SP 8-13 Surve Monument 8 EA $ $ A-31 SP 8-14 Cement Conc Sidewalk 473 SY $ $ A-32 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Per endicular A-33 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Parallel A-34 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Combination A-35 SP 8-22 Pavement Markin LS $ $ TOTAL SCHEDULE A Items A1—A35) $ , � � � � ' C�ty of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer lmprovements BF-12 November 2013 � Contract Documents — Addendum No 1 Bid Proposal L� � ' � � � ' ' ' � LJ � S ' � � � � Sales Tax - The Bidder shall not include sales tax in the individual bid Item prices of Schedules B and C, but as a total for all items under each Schedule, per Section 1-07 2(2) - State Sales Tax Rule 170 Item Estimated Unit Total No. Section Descri tion Gluantit Price Amount SCHEDULE B - SANITARY SEWER B-1 1-04 4 Minor Changes and Force Account EST $50,000 $50,000 B-2 1-09 Mobdization LS $ $ B-3 SP 1-10 Pro�ect Temporary Traffic Control LS $ $ B-4 SP 2-02 Removal of Structures and Obstructions LS $ $ B-5 SP 2-02 Cement Conc Pavement Removal 331 SY $ $ B-6 SP 2-02 Cement Conc Sidewalk and Driveway $ $ Removal 240 SY B-7 SP 2-02 Remove/Abandon Sewer System LS $ $ B-8 SP 2-02 Pothole Existing Utdity 10 EA $ $ B-9 SP 2-09 Shoring or Extra Excavation Class B LS $ $ B-10 SP 5-04 Cold Mix 70 TN $ $ B-11 5-05 Cement Conc Pavement 102 CY $ $ B-12 SP 7-05 Manhole 24 In Diam , Shallow 7 EA $ $ B-13 SP 7-05 Manhole 48 In Diam , Type 2 7 EA $ $ 8-14 SP 7-05 Sarntary Sewer Manhole Lirnng 2 EA $ $ B-15 SP 7-08 Unsuitable Pipe Foundation Excavation 20 CY $ $ Incl Haul B-16 SP-7-08 CDF Backfdl 10 CY $ $ e-17 SP 7-17 PVC Sarntary Sewer Pipe 8 In Diam 286 LF $ $ B-18 SP 7-17 C900 PVC Sanitary Sewer Pipe 23 LF $ $ 61n Diam B-19 SP 7-17 C900 PVC Sanitary Sewer Pipe 223 LF $ $ 81n Diam �8- �'-�-1-� 8A-L� B-20 SP 7-17 PE Sewer Pipe 10 In Diam 759 LF $ $ B-21 SP 7-17 PE LPS Main 4 In Diam 66�LF $ $ �3- �=a-� 2-€A $ $� g-22 SP 7-17 1 In Air and Vacuum Release Valve 1 EA $ $ Assembl C�ty of Bremerton 236-1896-113 (O1/04) ' , Wash�ngton Avenue Sewer Improvements BF-13 November 2013 Contract Documents — Addendum No 1 B�d Proposal , Item Estimated Unit Total No Sect�on Descri tion Quanti Price Amount B-23 SP 7-17 Slip-Lining 4 In Diam 674 LF $ $ B-24 SP 7-18 PVC Sanitary Sewer Lateral Pipe 161 LF $ $ 41n Diam B-25 SP 7-18 PVC Sanitary Sewer Lateral Pipe 48 LF $ $ 61n Diam B-26 SP 7-18 PE San�tary Sewer Lateral Pipe 6 In Diam 22 LF $ $ 8-27 SP 7-18 PE LPS Lateral 1-1/4 in Diam 784 LF $ � B-2g SP 7-18 Single LPS Lateral Service Connection $ $ 1-1/4 In Diam 14 EA 8-29 SP 7-19 LPS Main End-of-Run Cleanout 1 EA $ $ 41n Diam B-30 SP 7-19 PVC Grav�ty Mam Sewer Cleanout 2 EA $ $ 81n Diam 6-31 SP 7-22 Simplex Gnnder Pump Assembly, 11 EA $ $ Com lete B-32 SP 7-22 Duplex Gnnder Pump Assembly, 3 EA $ $ Com lete B-33 SP 7-22 Electrical Panel Upgrade ancl Winng FA $70,000 $70,000 B-34 SP 8-01 Erosion/VNater Pollution Control LS $ $ B-35 SP 8-14 Cement Conc Sidewalk 240 SY $ $ B-36 SP 8-02 Landscape Repair — Gnnder Pumps FA $50,000 $50,000 TOTAL SCHEDULE B Items B1—B36 $ Sales Tax 8 6% $ Schedule B Total $ Cdy of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements BF-14 November 2013 � Contract Documents — Addendum No 1 B�d Proposal ❑ � , � � � ' ' � �J � , � , � ' L� , Estimated Unit Total Item No Sect�on Descri tion Quanti Pr�ce Amount SCHEDULE C — WATER C-1 1-04 4 Minor Changes and Force Account EST $40,000 $40,000 �-2 1-09 Mobdization LS $ $ C-3 SP 1-10 Pro�ect Temporary Traffic Control LS $ $ C-4 SP 2-02 Cement Conc Pavement Removal 1,387 SY $ $ C-5 SP 2-02 Cement Conc Sidewalk and Dnveway 221 SY $ $ Removal C-6 SP 2-02 Cement Conc Curb and Gutter Remova! 194 !F $ $ �-7 SP 2-02 Remove/Abandon Water System LS $ $ �-g SP 2-02 Pothole Existing Utdity 10 EA $ $ �-g SP 2-09 Shonng or Extra Excavation Class B LS $ $ C-10 SP 5-04 Cold Mix 158 TN $ $ C-11 5-05 Cement Conc Pavement 231 CY $ $ C-12 SP 7-08 Unsu�table Pipe Foundation F�ccavation 20 CY $ $ Incl Haul C-13 SP 7-08 CDF Backfdl 10 CY $ $ C-14 7-09 D I Pipe (Restrained Joint) for 14 LF $ $ Water Main 3 In Diam C-15 7-09 D I Pipe (Restrained Jomt) for 11 LF $ $ Water Main 4 In Diam C-16 7-09 D I P�pe (Restrained Joint) for 49 LF $ $ Water Main 6 In Diam C-17 7-09 D I Pipe (Restrained Joint) for 2,765 LF $ $ Water Main 8 In Diam C-18 SP 7-12 Gate Valve 4 In 2 EA $ $ C-19 SP 7-12 Gate Valve 6 In 1 EA $ $ C-20 SP 7-12 Gate Valve 8 In 22 EA $ $ C-21 SP 7-14 Hydrant Assembly 4 EA $ $ C-22 SP 7-15 Single Service Connection 1 In Diam 28 EA $ $ C-23 SP 7-15 Smgle Service Connection 2 In Diam 1 EA $ $ C-24 SP 7-17 2-In Blowoff Assembly 2 EA C-25 SP 8-01 Erosion/Water Pollution Control LS $ $ C-26` SP 8-14 Cement Conc Sidewalk 205 SY $ $ Cdy of B►emerton 236-1896-113 (01/04) 1 Wash�ngton Avenue Sewer Improvements BF-15 November 2013 Contract Documents — Addendum No 1 Bid Proposal L�J � Estimated Unit Total Item No Section Descri tion Quanti Price Amount C-27 SP 8-04 Cement Conc Curb and Gutter Type A 194 LF $ $ C-28 SP 8-06 Cement Conc Dnveway Approach, 16 SY $ $ T e III C-29 8-14 Cement Conc Curb Ramp Type Parallel 7 EA $ $ C-30 8-14 Cement Conc Curb Ramp 2 EA $ $ T e Combination C-31 8-14 Cement Conc Curb Ramp 1 EA $ $ T e Sin le Direction TOTAL SCHEDULE C Items C1—C31 $ Sales Tax 8 6% $ Schedule C Total $ BASE BID PROPOSAL SUMMARY Schedule A— Roadwa Subtotal Items A1—A35 $ Schedule B— Subtotal Items B1—B36 Plus Sales Tax $ Schedule C— Water Subtotal Items C1—C31 Plus Sales Tax $ BASE BID GRAND TOTAL $ ' � ' ' � � L�' � � !� ' � � � � � C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements BF-16 November 2013 � Contract Documents — Addendum No 1 B�d Proposal ' SHALLOW TRENCH PER 24"x6" FRAME AND COVER PER COB STD DETAIL #6005 RISERS AS REQUIRED, %4" GROUT SMOOTH INSIDE AND OUT � 48" DIA CONCENTRIC MANHOLE CONE 10" SEWER (PE) � a • _ � a •� . � .' <w�w• . ' p�9 • • � PIpE �IE. . , . "a • • . e ' ' a • ., . . � � . ,: . . FINISHED GRADE , . ; '� b • . a, � ' ' � - ' : • '•a , ENCASE WITH 3,000 PSI •a , a °'� • CONC FOLLOWING PIPE • . a .• . r ' ' � � INSTALLATION � z a" • . , a ' . `° �I� .' . , , °. � . .a ! a• 6 „ � ..� i MIN PIPE PENETRATIONS, FIELD MODIFY STRUCTURE AND GROUT WATER TIGHT �//\�//\� CAST CHANNEL WITH \\�� 3,000 PSI CONC, NO GRAVEL OR BLOCK FILL, 3 /4 DEPTH OF PIPE PREPARED SUBGRADE SHALLOW MANHOLE DETAIL �1 NO SCALE NP Parametrix DATE November22 2013 FILE BR7896113F12 Addendum 1 Shallow Manhole Detail Detail 1, Sheet C2.2 Washington Avenue Sewer Improvements City of Bremerton PRED-BID CONFERENCE AGENDA November 20, 2013 CITY OF BREMERTON Washington Avenue Sewer Improvements TIMELINE FOR WORK e Award and NTP — Award in late December and NTP the first week of lanuary • Phased Substantial Completion — Work on Sheldon around the park complete by May 15t and uplands work on Washington by the end of July • Window for construction on beach —June 15th to August 31, 2013 • Contract Time - 210 calendar days • Addenda —There will be an addendum issued this week The bid opening date will be moved to December 3 rd P�o�ect Description - The primary goal of the pro�ect is to remove service connections from the 6" cast iron beach main that runs between the boardwalk and Evergreen Park Phase 1 removes services north of the Mannette Bridge Phase 2 will remove services south of the bridge and allow us to abandon the pump station at the end of Highland drive in 2015 The pro�ect includes gravity sewer and low pressure sewer construction, water main construction, roadway demolition and construction, sidewalk and ADA ramp construction and grinder pump installation on private property Staging Areas and Beach Access — There are two staging areas identified The area located at the corner of 13th and Cogean must be vacated prior to the final paving of Sheldon The area at the end of Highland is ad�acent to the new 9/11 memorial so an accommodation to the public access will be required Park Access and Business Access — There are two parking areas for the park that are accessed through the pro�ect One of these parking areas must be accessible at all times Note the signage requirements to ensure that the public is aware which parking area is open There are a limited number of businesses in the work zone but we need to minimize the impacts to the businesses Installation of grinder pumps on private property —The work may require electrical panel upgrades and hand work We need to maintain a good relationship with the owners who will be impacted Shallow sewer construction —The sewer in Sheldon has minimal cover Pay special attention to the both utility and road constructability issues related to that sewer replacement During the Site Walk, it was noted there is a private development currently under design between McKenzie Avenue and Cogean Avenue abutting the south side of Sheldon Boulevard This pro�ect may be permitted and begin construction during the Sheldon Boulevard pro�ect work � ' ' ' � Questions and Answers 1. Question: How is the disposal of contaminated soils addressed? Can contaminated water be discharged to the sanitary sewer Answer: There is a unit price item for disposal of contaminated soils The disposal of contaminated water will be addressed by the addendum 2 Question: What is the antiapated flow from the the upstream pump station� Answer: Pump Station CE-3 discharges at 200 gpm The pump station runs at ' regular intervals as there is a flushing pump that flushes the beach main The flushing pump can be shut down for short periods of time to accommodate tie-ins but will need to be put back in service to protect the beach main from plugging ' ' ' � 1 1 ' � ' ' � u 3. Question: Is the contractor responsible for paying for the residential sewer permits? Answer• No, the City will prepare the permits for the contractor to pick up at no cost This will be clarified in the addendum 4. Question: There is a transition from HDPE pipe to C-900 pipe in a number of locations This results in a lip in the invert due to the reduced inside diameter of the HDPE which could be a problem Is this acceptable? Answer: It is antiapated that either C-900 or HDPE will be selected for each run to eliminate the transition This will be evaluated and addressed in the addendum 5. Question: There is a PSE guy pole located on the north side of Sheldon that will be encroaching into the roadway How will this be addressed? Answer: The City will coordinate with PSE for the pole relocation during the pro�ect This will be addressed by the addendum 6. Question: To what extent are dowels to be used when pourmg concrete panels? Answer. Dowels are required at each end of new and replacement concrete panels in the transverse �oints This will be addressed in the addendum 7. Question: How is the landscape restoration to be quantified so the contractor can understand the scope of the work? Answer: The residential landscape restoration associated with the grinder pump service laterais will be modified in the contract to be a force account item This will be addressed in the addendum 8. Question: The �ob shack requirements seem excessive Are these requirements really intended� Answer: The City will evaluate the requirements for the �ob shack This will be addressed by the addendum � P roiect: Washington Avenue Sewer Improvements Date• 20-Nov-13 Location: Olympus Drive-Large Conference Room Name/Please Print Company Phone Email G�L/r� •�✓ 7 3 " / 6 / � r� �X �i�I� A�-""�iu � �4 �O Q- . 5 U . ��G- Y73 !`o sso c'a � ' �'. c sou G.r''� 373 /!0/3 .yvw.�tn.d e�s� �aa-XC.�t✓.t:iv.v co.�r �i./ � -c�3 �4- ,.- . r � � � yZO�Nt.�/ �L�s �.. �r�o •S3a- sa � au�s i�v� , co.� �; j �. �t�, c a.- � so � s 2S3 - tSS't �- (t� 0 �t o L•: [ � � c � �.t , to � C Mo�sQ.. �� (v zae-�3o-��ti°t Lw. �5�.�.�,h��.�s.�.o� -re ct ��C d�' f� �/� .'r r" . 4 fcJ �' O� a ^ O ac . .�G'r 6 - S3 f' �GoS` ` G' A i �0-73� -6?�3' ��E, aYs �C .•�4u�-,ei�s . c�� .s' ,�'f�',� .�'f�l�F'"�'S�'s < s�,� .r5�'3 �';"� �dY � � ,GO . ! � � � � � 1� � � � � � � _ _ _ � � 0 ' ' , ' ' ENGINEER'S CERTIFICATE The techrnca} material and data contained �r� these Specificattons for the CEty of 8remertan pro�ect Utled Washington Avenue Sewer imprauements, were prepared under the supenr�sian and direct�on o# the undersAgned, whose seai, as a profess��onal engmeer E�censed ta pract�ce as such, �s aff�xed below _..� '_ _ ' � Pre ared t� � .�° 1 P Y Daman McAl�ster, P E L�' ' ' , ' �...� � Prepared by� Ther s S th, P E � Rev�ewed by Br�an E Bunker, P � _ _ _ � � 1 � , , � � Approved by � /��,. City ot 8rearr�rton YVashmgton Avenuo Sewer lmprvvements Gontr�ct Qacuments �'�`£.. '�: .r 2ss- �a�s r i3 �o � foa� NoVr�mber 2073 � ` THIS PAGE LEFT INTENTIONALLY BLANK C�ty of Breme�ton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements iv November 2013 Contract Documents � ' 1 ' ' , ' ' O � � ' � � i ' � � � ' ' ' � , , , , ' � , ' � ' � ' ' � TABLE OF CONTENTS ENGINEER'S CERTIFICATE PART I- BIDDING REQUIREMENTS AND CONTRACT FORMS PAGE NOTICE INVITING BIDS I-1 BIDDER CHECKLIST I-3 BID FORMS BF-1 to BF-30 CONTRACT FORMS CF-1 to CF-16 PART II - AMENDMENTS TO TWE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS DIVISION 1 — GENERAL REQUIREMENTS DIVISION 2 — EARTHWORK DIVISION 3— AGGREGATE PRODUCTION AND ACCEPTANCE DIVISION 4 — BASES DIVISION 5— SURFACE TREATMENTS AND PAVEMENTS DIVISION 6 — STRUCTURES DIVISION 7— DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS DIVISION 8 — MISCELLANEOUS CONSTRUCTION DIVISION 9 — MATERIALS STANDARD PLANS (AUGUST 5, 2013) APPENDICES A B C D E KITSAP COUNTY PREVAILING WAGE RATES CITY OF BREMERTON STANDARD DETAILS WSDOT STANDARD PLANS CONSTRUCTION FORMS GEOTECHNICAL REPORT FOR SHELDON BOULEVARD ' C�ty of Breme►ton Wash�ngton Avenue Sewer Improvements Contract Documents i PAGE I I I-3 I I I-65 I I I-79 I I I-81 I I I-83 I I I-91 I I I-93 III-129 III-135 III-141 236-1896-113 (01/04) November2013 Table of Contents �I � THIS PAGE LEFT INTENTIONALLY BLANK ` City of Bremerton 236-189fN113 (Ol/04) Washington Avenue Sewer lmprovements u November 2013 Contrect Documents Table of Contents , ' ' ' ' PART I ' BIDDING REQUIREMENTS AIVD CONTRACT FORMS ' � ' � � � ' �� '� ' ' ' ' 0 ' THIS PAGE LEFT INTENTIONALLY BLANK ' ' � ' ' ' ' , l� , CITY OF BREMERTON, WASHINGTON NOTICE INVITING BIDS RECEIPT OF BIDS Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washmgton 98337 untd 1 00 p m PST as shown on the wall clock inside the City Clerk's office on DECEMBER 2, 20�3, for the pro�ect Washmgton Avenue Sewer Improvements Bids received after the specified time and date wdl not be considered OPENING OF BIDS• The bids wdl be pubiicly opened and read after 1 00 p m on DECEMBER 2, 2013, in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337 COMPLETION OF WORK The WORK must be completed within 210 calendar davs after the commencement date stated in the Notice to Proceed DESCRIPTION OF WORK The WORK to be completed under this Contract generally consists of replacing 800 feet of sewer main with 10-inch-diameter HDPE and 500 feet of sewer main with 8-inch-diameter PVC pipe, constructing 800 feet of new 4-mch-diameter HDPE sewer pipe slip-Imed through an 8-inch-diameter ductde iron water main that wdl be abandoned as part of this pro�ect, 2,500 feet of 8-inch-diameter ductile iron water mam, 14 individual grinder pump stations with 1,100 feet of 1-1/4-inch-diameter HDPE pressure sewer lateral pipe, and the demolition of 1,000 feet of existing concrete pavement roadway along Sheldon Boulevard and reconstruction with an HMA pavement Pro�ect site is located within the vicinity of Evergreen Park and the Manette Bridge The Engineer's estimate range for this pro�ect is between $1 2M and $1 4M PREVIEWING CONTRACT DOCUMENTS Contract Documents may be previewed at the 1 ARC Document Solutions website (www e-arc com) Go to http //www e-arc com/wa/tacoma, then click on the link "Enter Public Planroom " Scroll down or search to find the pro�ect ' ' , � ' ' PURCHASING CONTRACT DOCUMENTS The Contract Documents may be ordered and purchased from ARC Document Solutions Payment is typically cost of reproduction (non- refundable) Contact Bid Services at ARC m Tacoma, WA 1(800) 337-8103, FAX (253) 272-4064, E-mad tacoma bidservices@e-arc com PROPOSALS All bid proposals must be made on the blank forms furnished in the Contract Documents Sealed envelopes contaming bids shall be entitled Washington Avenue Sewer Improvements BID SECURITY Each bid proposal 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 The fadure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the Contracting Agency PERFORMANCE BOND: The successful bidder will also be required to provide a PerFormance Bond for 100 percent of the Contract Price Should the successful bidder fad 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 Bremerton ' C�ry of Bremerton Washington Avenue Sewer Improvements Contract Documents I-1 236-1896-113 (Ol/04) November 2013 Not�ce Invmng Bids LJ PRE-BID CONFERENCE: A pre-bid conference will be conducted by the City, which will include a walk-through of the pro�ect site The ob�ective of the pre-bid conference is to acquaint prospective bidders with the work and the conditions of the site The pre-bid conference is scheduled for NOVEMBER 20 20�3, at 10 00 a m at the City of Bremerton Engineering offices The address is 3027 Olympus Drive, Bremerton, WA 98310 Prospective bidders are highly encouraged to attend the pre-bid conference PROJECT COMMUNICATION All communications related to the pro�ect shall be directed to the City prio� to opening of Bids Commurncation bv phone/fax/e-mail Ned Lever, P E Telephone (360) 473-2398 Fax (360) 473-5398 E-mad ned lever@ci bremerton wa us Communication by mad Department of Public Works and Utdities Engineering Division 3027 Olympus Dnve Bremerton, WA 98310 ATTN Bdl Davis, P E CITY'S RIGHTS RESERVED The City of Bremerton reserves the right to re�ect any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determme which bid or bidders is the most satisfactory and responsible bidder and shall be the sole �udge thereof No plea of mistake in the bid shall be avadable to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterpnses wdl be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award END OF NOTICE INVITING BIDS C�ry of Bremerton Wash�ngton Avenue Sewer lmprovements Contrac[ Documents I-2 236-1896-113 (01/04) � November 2013 Not�ce Inv�ting Bids ' � a ' ' ' ' , � �J � � � ' � ,' ' ' BIDDER CHECKLIST This section lists the contract forms required for this pro�ect The bidder's attention is espeaally directed to the bid forms that must be executed in full as rec�uired and submitted with the bid BID FORMS All forms in this section must be executed and submitted to the C�ty with your bid, not later than the designated bid closing date and time Bids that do not mclude all of the forms, properly completed, may be declared unresponsive a Acknowledgement of Bid and Addenda b Bid Certificate c Bid Proposal d Bid Bond This form to be executed by the b�dder and the surety company unless b�d �s accompan►ed by a ce�ed check The amount of th�s check or bond shall be not less than 5% (five percent) of the total amount b►d and may be shown �n dollars or on a percentage bas�s ) e Contractor's Registration f List of Subcontractors g Information Required of Bidder h Non-Collusion Affidavit i Certification by Proposed Contractor Regarding Equal Employment Opporturnties � Certification of Non-Segregated Facdities DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER { The following forms are to be executed and submitted to the C�ty after the contract is awarded by the Bremerton City Councd These forms follow the contract forms m Part 1 Unless noted otherwise, these must be submitted within thirty (30) calendar days after the date of Notice of Award of Contract a Contract b Contractor Certificate c Performance Bond for 100% of the Contract Amount d Payment Bond for 100% of the Contract Amount e Insurance Certificates DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a Statement of Intent to Pay Prevading Wages - Note Cerhfied Payroll shall be submitted weekly to document wages pa�d ' C�ry of eremerton Washington Avenue Sewer Improvements Contract Documents 1-3 236-7896-113 (Ol/04) Novembe� 2013 8►dder Checkhst 0 t DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE a Acceptance of Compensation and Release of All Claims (See Appendix D) b Affidavit of Wages Paid 1 < `c� ]� 4 ^t C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements I-4 November 2013 Contract Documents 8►dder Checkl�st ' C I LJ ' BID TO 3 This Bid wdl remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law Bidder wdl enter into a CONTRACT within the time and in the manner required m the "Notice Invitmg Bids" and the "Instructions to Bidders," and wdl furrnsh the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents 4 Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged) 1 The undersigned Bidder proposes and agrees, d this Bid is accepted, to enter into an ' CONTRACT with the OWNER in the form included in the Contract Documents to perform the WORK as spec�fied or indicated in said Contract Documents entrtled "WASHINGTON AVENUE SEWER IMPROVEMENTS " , 2 Bidder accepts all of the terms and conditions of the Contract Documents, including w�thout limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with the disposition of Bid Secunty ' � ' , Number ' ' ' ' � BID FORMS ACKNOWLEDGMENT OF BID AND ADDENDA CITY OF BREMERTON (WASHINGTON) PUBLIC WORKSAND UTILITIES ENGINEERING DIVISION Fadure to acknowledge addenda shall render the bid non-responsive and shall be cause for its re�ection 5 Bidder has famdianzed itself with the nature and e�ctent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordmances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary To all the foregoing, and mcluding all Bid Forms contained m this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents withm the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms , Dated Bidder , By (Signature and Title) ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents Date BF-1 236-1896-113(O1/04) November 2013 Acknowledgment of Bid and Addenda �1 � � 1 THIS PAGE LEFT INTENTIONALLY BLAN6( ' ' ' � � � � � � � C' J ' L_ J C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents BF-2 236-1896-113(O1/04) � November 2013 Acknowledgment of Bid and Addenda ' � , ' ' ' , ' , ' ' , , � ' ' ' , ' 1 BID CERTIFICATE (if Corporation) STATE OF COUNTY OF ) ) SS ) i HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 2013, the following resolution was duly passed and adopted "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Bid dated , 2013, to the City of Bremerton by this corporation and that his execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of 2013 Secretary (SEAL) C�ry of eremerton Washmgton Avenue Sewer Improvements Contract Documents BF-3 236-1896-113 (O7/04) November 2013 B�d Cert�cate (�f Corporanon) THIS PAGE LEFT INTENTIONALLY BLANK C�ry of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements BF-4 November 2013 Contract Documents B�d Cert�ficate (�f Corporat�on) � , � ' ' ' ' , 1 ' , , ' � , ' , ' ' BID CERTIFICATE (if Partnership) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 2013, the following resolution was duly passed and adopted "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Bid dated , 2013, to the City of Bremerton by this partnership and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 Partner (SEAL) Ciry of Bremerton Washington Avenue Sewer Improvements Contract Documents BF-5 236-1896-113 (01/04) November 2013 Bid Cert�cate (if Partnersh�p) THIS PAGE LEFT INTENTIONALLY BLANK C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements BF-6 - November 2013 Contract Documents Bid Cert�cate (�f Partnersh►p) ' ❑ ' STATE OF � COUNTY OF ' ' ' � ' ' � ' '� � � � � ) ) SS ) BID CERTIFICATE (if Joint Venture) i HEREBY CERTIFY that a meeting of the Prmcipals of the a Joint venture existing under the laws of the State of , held on , 2013, the followmg resolution was duly passed and adopted "RESOLVED, that , as of the Jomt Venture, be and is hereby authorized to execute the Bid dated � 2013, to the City of Bremerton by this �omt venture and that his/her execution thereof, attested by the shall be the oTficial act and deed of this Joint Venture " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day 'of , 2013 (S EAL) ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents Managing Partner BF-7 236-1896-113(O1/04) November 2013 B�d Cert�cate (if Joir►t Venture) , THIS PAGE LEFT INTENTIONALLY BLANK C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements BF-8 November 2013 Contract Documents Bid Certficate (if Jo�rn Venture) � C � � ' , , � �' � � , ' , � 1 �� STATE OF COUNTY OF BID CERTIFICATE (if Limited Liability Company) ) ) SS ) I HEREBY CERTIFY that a meeting of the Members of the a limited liabdity company existing under the laws of the State of , held on , 2013, the following resolution was duly passed and adopted "RESOLVED, that and as members of the Limited Liabdity Company, be and are hereby authorized to execute the CONTRACT dated , 2013, to the City of Bremerton by this limited liability company and that their execution thereof shall be the official act and deed of this Limited Liabdity Company " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 (SEAL) ' C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Con[ract Documents A Limited Liability Company By Member By Member 236-1896-113 (01/04) BF-9 November 2013 B�d Cert�ficate (�f Limrted Liabd�ty Company) �� THIS PAGE LEFT INTENTIONALLY BLANK City of Bremerton 236-1896-713 (Ol/04) Wash�ngton Avenue Sewe� lmprovements BF-10 November 2013 Contract Documents B�d Cert�ficate (�f Limrted L�ab�liry Company) � � � ' ' �J , , � 1 � ' Cl � C� ' ' BID PROPOSAL BASE BID (SCHEDULES A, B, AND C) November 2013 The following proposal has both lump sum and urnt price bid items In the final column of each schedule, write out the pnce in dollars and cents using numerals Sales Tax — The Bidder shall include sales tax in the Bid Item price per Section 1-07 2(1) — State Sales Tax Rule 171 for all items in Schedule A Item Estimated Total No. Section Descri tion Quantit Unit Price Amount SCHEDULE A — ROADWAY IMPROVEMENTS A-1 1-04 Mmor Chan es and Force Account EST $40,000 $40,000 A-2 1-09 Mobdization LS $ $ A-3 SP 1-10 Pro ect Tem ora Traffic Control LS $ $ A-4 SP 2-02 Removal of Structures and LS $ $ Obstructions A-5 SP 2-02 Pothole Exist�n Utili 10 EA $ $ A-6 SP 2-02 As halt Conc Pavement Removal 2,629 SY $ $ A-7 SP 2-02 Cement Conc Pavement Removal 232 SY $ $ A-8 SP 2-02 Cement Conc Sidewalk and $ $ Drivewa Removal 547 SY A-9 SP 2-02 Cement Conc Curb and Gutter 1,686 LF $ $ Removal A-10 SP 2-02 Remove/Abandon Storm S stem LS $ $ A-11 SP 2-02 Ad ust Existm Utdit to Grade 5 EA $ $ A-12 2-03 Roadwa Excavation Incl Haul 876 CY $ $ A-13 SP 2-09 Shorin or Extra Excavation Class B LS $ $ A-14 SP 2-09 Contaminated Material Excavation 750 TN $ $ Incl Haul A-15 SP 2-12 Geo rid Reinforcement 2,813 SY $ $ A-16 SP 4-04 Crushed SurFacm To Course 1 467 TN $ $ A-17 SP 5-04 Cold Mix 70 TN $ $ A-18 SP 5-04 HMA CI 1/2 In PG 64-22 542 TN $ $ A-19 5-05 Cement Conc Pavement 21 CY $ � A-20 SP 7-04 Solid Wall PVC Storm Sewer Pipe, 18 LF $ � 61n Diam ' C�ty of Bremerton 236-1896-113 (O7/04) Washmgton Avenue Sewer Improvements BF-11 November 2013 Contract Documents Bid Proposal ' Item Est�mated Total iVo Section Descri tion Quant�t Unit Price Amount A-21 SP 7-04 Solid Wall PVC Storm Sewer Pipe, 383 LF $ $ 81n Diam A-22 SP 7-05 Catch Basin, T e 1 13 EA $ $ A-23 SP 7-08 CDF Backfdl 10 CY $ $ A-24 SP 8-01 Erosion/Water Pollution Control LS $ $ A-25 SP 8-02 Landsca e Re air LS $ $ A-26 SP 8-04 Cement Conc Curb and Gutter 856 LF $ $ T eA A-27 SP 8-04 Cement Conc Curb T e C1 830 LF $ $ A-28 SP 8-06 Cement Conc Dnveway Approach, 17 SY $ $ T e III A-29 SP 8-13 Surve Monument 8 EA $ $ A-30 8-14 Cement Conc Sidewalk 473 SY $ $ A-31 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Per endicular A-32 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Parallel A-33 8-14 Cement Conc Curb Ramp Type 3 EA $ $ Combination A-34 SP 8-22 Pavement Markm LS $ $ TOTAL SCHEDULE A (Items A1—A34 $ C�ty of Bremerton 236-1896-113 (01/04) � Wash�ngton Avenue Sewer Improvements BF-12 November 2013 Contract Documents B�d Proposal ' � � � � � �� ' � � ' ' , �l � Sales Tax — The Bidder shall not include sales tax in the individual bid Item prices of Schedules B and C, but as a total for all items under each Schedule, per Section 1-07 2(2) — State Sales Tax Rule 170 Item Estimated Urnt Total No. Sect�on Descri tion Quant�t Price Amount SCHEDULE B - SANITARY SEWER B_1 1-04 4 Minor Changes and Force Account EST $50,000 $50,000 B_2 1-09 Mobdization LS $ � B_3 SP 1-10 Pro�ect Temporary Traffic Control LS $ $ B_4 SP 2-02 Removal of Structures and Obstructions LS $ $ B_5 SP 2-02 Cement Conc Pavement Removal 331 SY $ $ B_6 SP 2-02 Cement Conc Sidewalk and Driveway $ $ Removal 240 SY B_7 SP 2-02 Remove/Abandon Sewer System LS $ $ g_g SP 2-02 Pothole Existing Utdity 10 EA $ $ B_9 SP 2-09 Shoring or Extra Excavation Class B LS $ $ B-10 SP 5-04 Cold Mix 70 TN $ $ B-11 5-05 Cement Conc Pavement 102 CY $ $ B_12 SP 7-05 Manhole 24 In Diam , Shallow 7 EA $ $ 8-13 SP 7-05 Manhole 48 In Diam , Type 2 8 EA $ $ - B-14 SP 7-05 Sanitary Sewer Manhole Lin�ng 2 EA � $ - B-15 SP 7-08 Unsuitable Pipe Foundation Excavation 20 CY $ $ Incl Haul � B-16 SP-7-08 CDF Backfdl 10 CY $ $ B_17 SP 7-17 PVC Sarntary Sewer Pipe 8 In Diam 286 LF $ $ B_18 SP 7-17 C900 PVC Sanitary Sewer Pipe 23 LF $ $ 61n Diam B_19 SP 7-17 C900 PVC Sanitary Sewer Pipe 133 LF $ $ 81n Diam B_20 SP 7-17 PE Sewer Pipe 8 In Diam 90 LF B_21 SP 7-17 PE Sewer Pipe 10 In Diam 759 LF B_22 SP 7-17 PE LPS Main 4 In Diam 775 LF $ $ B_23 SP 7-17 2 In Blow-off Assembly 2 EA $ $ B_24 SP 7-17 1 In Air and Vacuum Release Valve 1 EA $ $ Assem bl ' City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements BF-13 November 2013 Contract Documents B�d Proposal I J Item Estimated Urnt Total No. Section Descri tion Quantit Price Amount 8-25 SP 7-17 Slip-Lining 4 In Diam 714 LF $ $ B-26 SP 7-18 PVC Sanitary Sewer Lateral Pipe 161 LF $ $ 41n Diam B-27 SP 7-18 PVC Sanitary Sewer Lateral Pipe 33 LF $ $ 61n Diam 8-28 SP 7-18 PE Sarntary Sewer Lateral Pipe 6 In Diam 37 LF � � 8-29 SP 7-18 PE LPS Lateral 1-1/4 In Diam 784 LF $ $ B-30 SP 7-18 Single LPS Lateral Service Connect�on $ $ 1-1/4 In Diam 14 EA �, � B-31 SP 7-19 LPS Mam End-of-Run Cleanout 1 EA $ ', $ 41n Diam B-32 SP 7-19 PVC Gravity Main Sewer Cleanout 2 EA $ ', $ 81n Diam B-33 SP 7-22 Simplex Gnnder Pump Assembly, 11 EA $ $ Com lete B-34 SP 7-22 Duplex Grinder Pump Assembly, 3 EA $ ,$ Com lete B-35 SP 7-22 Electrical Panel Upgrade FA $25,000 $25,000 B-36 SP 8-01 Erosion/Water Pollution Control LS $ �$ B-37 8-14 Cement Conc Sidewalk 240 SY $ $ B-38 SP 8-02 Landscape Repair LS $ $ TOTAL SCHEDULE B Items B1-B38 $ Sales Tax 8 6% Schedule B Total C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements BF-14 November 2013 Contract Documents Bid Proposal ' � ' , ' , ' , , ,� � ' ' II , ' 1 Estimated Un�t Total Item No Section Descri tion Quantit Price Amount SCHEDULE C — WATER C-1 1-04 4 Minor Changes and Force Account EST $40,000 $40,000 C-2 1-09 Mobdization LS $ $ C-3 SP 1-10 Pro�ect Temporary Traffic Control LS $ $ C-4 SP 2-02 Cement Conc Pavement Removal 1,387 SY $ $ C-5 SP 2-02 Cement Conc Sidewalk and Driveway 221 SY $ $ Removal C-6 SP 2-02 Cement Conc Curb and Gutter Removal 194 LF $ $ �-7 SP 2-02 Remove/Abandon Water System LS $ $ �-g SP 2-02 Pothole Existmg Utdity 10 EA $ $ �-9 SP 2-09 Shonng or Extra Excavation Class B LS $ $ C-10 SP 5-04 Cold Mix 158 TN $ $ C-11 5-05 Cement Conc Pavement 231 CY $ $ C-12 SP 7-08 Unsudable Pipe Foundat�on Excavat�on 20 CY $ $ Incl Haul C-13 SP 7-08 CDF Backfdl 10 CY $ $ C-14 7-09 D I Pipe (Restra�ned Joint) for 14 LF $ $ Water Mam 3 In Diam C-15 7-09 D I Pipe (Restrained Joint) for 11 LF $ $ Water Main 4 In Diam C-16 7-09 D I Pipe (Restrained Jomt) for 61 LF $ $ Water Main 6 In Diam C-17 7-09 D I Pipe (Restrained Joint) for 2,455 LF $ $ Water Main 8 In D�am C-18 SP 7-12 Gate Valve 4 In 1 EA $ $ C-19 SP 7-12 Gate Valve 6 In 5 EA $ $ C-20 SP 7-12 Gate Valve 8 In 23 EA $ $ C-21 SP 7-14 Hydrant Assembly 4 EA $ $ C_22 SP 7-15 Single Service Connection 1 In Diam 28 EA $ $ C-23 SP 7-15 Single Service Connection 2 In Diam 1 EA $ $ C-24 SP 8-01 Erosion/Water Pollution Control LS $ $ C-25 8-14 Cement Conc Sidewalk 205 SY $ $ ' C�ry of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements BF-15 November 2013 Contract Documents Bid Proposal CI Estimated Urnt Total Item No Section Descri tion Quantit Price Amount C-26 SP 8-04 Cement Conc Curb and Gutter Type A 194 LF $ $ G27 SP 8-06 Cement Conc Driveway Approach, 16 SY $ $ T e III C-28 8-14 Cement Conc Curb Ramp Type Parallel 7 EA $ $ C-29 8-14 Cement Conc Curb Ramp 2 EA $ $ T e Combination C-30 8-14 Cement Conc Curb Ramp 1 EA $ $ T e Sin le Direction TOTAL SCHEDULE C Items C1-C30 $ Sales Tax 8 6% Schedule C Total C�ry of Breme►ton Wash�ngton Avenue Sewer Improvements Contract Documents BF-16 236-1896-113 (Ol/04) November 2013 B�d Proposal BASE BID PROPOSAL SUMMARY L I ' ' KNOW ALL MEN BY THESE PRESENTS, That ' ' , � , 1 , 1 � ' held and firmly bound unto City of Bremerton hereinafter called "OWNER," m the sum of as Principal, and as Surety, are dollars, (not less than 5 percent of the total amount of the Bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �omtly and severally, firmly by these presents WHEREAS, said Pnncipal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents entitled WASHINGTON AVENUE SEWER IMPROVEMENTS. If the Principal is awarded the Bid and, within 10 calendar days after receipt of the Contract Document forms from the OWNER, fads to provide the OWNER with the duly executed Agreement, the duly executed Certificates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond, all as specified m the Contract Documents, then the Surety shall, without condition and within calendar days from written demand from the OWNER, pay to the OWNER in U S funds, by certified or cashiers check, the full amount of this Bid Bond This Bond shall be irrevocable for 90 days after the bid opening, as defined in the Contract Documents The Surety stipulates and agrees that the obligation of said Surety shall m no way be impaired or affected by an extension of the time withm which the OWNER may accept such bid and Surety further waives notice of any such extension In the event suit is brought upon this bond by said OWNER and OWNER prevads, said Pnncipal and Surety shall pay all costs incurred by said OWNER m such suit, inciuding attorney's fees and costs to be fixed by the court SIGNED AND SEALED, this day of , 20 (SEAL) (SEAL) (Principal) (Surery) By By , (Signature) (Signature) (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETI� ' � �. � Address of Surety to which all notices shall be sent Address for Service of Process (must be a physical address) , C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents ��:��]►��] BF-17 236-1896-113 (Ol/04) November 2013 Bid Bond ' THIS PAGE LEFT INTENTIONALLY BLANK � City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements BF-18 November 2013 Contract Documents B�d Bond ' ' ' n ' � ' i� �� ' � �� , ' L�J i� , CONTRACTOR'S REGISTRATION Name of Company Address UBI # License/Registration # and Expiration date License Type Specialty (if any) Employe�'s identification number (employer Soc Sec #) *(not your personal Social Secunty number) Employment Security Department number Washington Industrial Insurance number City of Bremerton Business License number " If not licensed with the City, a license must be obtained before beginnmg any work ' City of Bremerton Washington Avenue Sewer Improvements Contract Documents BF-19 236-1896-113(01/04) November 2013 Contractor's Registrahon , O � , THIS PAGE LEFT INTENTIONALLY BLANK � l� 'J ' '� ' ❑ � ' 8 �� 1 1 1 C�ry of Bremerton Washington Avenue Sewer Improvements Contrac[ Documents BF-20 236-1896-113 (01/04) � November 2013 Contractor's Registrat�on 1 1 � ' ' ' �� ' ' 1 , ' ' � , ' ' , ' LIST OF SUBCONTRACTORS (2 pages) The Bidder shall provide the following information for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement, or a Subcontractor who, under subcontract to the CONTRACTOR, specially fabricates and installs a portion of the work or improvement accordmg to detaded drawings contained in the plans and specifications, in an amount in excess of 10 percent of the CONTRACTOR's total bid The Bidder agrees to submit the list of Subcontractors as part of the Bid or within one-hour of the Bid The CONTRACTOR shall list only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid if no Subcontractor is listed, the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT wdl exceed 10 percent of the bid pnce The Bidder's attention �s directed to the provisions of Supplementary Condition 6 06 A which stipulates the percent of the WORK to be performed with the Bidder's own forces Fadure to comply with this requirement will render the Bid non-responsive and may cause its re�ection Attach additional sheets �f reqwred In accordance with RCW 39 30 060, the Contractor shall furnish the names of the subcontractors with whom the bidder, if awarded the contract, wdl subcontract for performance of the work of HVAC (heating, ventdation, and air conditioning), plumbmg as described m Chapter 18 106 RCW, and electrical as described in Chapter 19 28 RCW, or to name itself for the work The prime contract bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the pnme contract bidder must indicate which subcontractor wdl be used for which alternate Failure of the pr�me contract bidder to subm�t as part of the bid, or with�n one hour after the publ�shed bid subm�ttal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perForm the same work shall render the prime contract bidder's bid nonresponsroe and, therefore, void NOTE IF THERE IS NO SUBCONTRACT WORK FOR HVAC, ELECTRICAL, OR PLUMBING, THE CONTRACTOR SHALL NAME ITSELF AS THE SUBCONTRACTOR AND LIST THE �o OF WORK AS 0%. ' C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements BF-21 November 2013 Contract Documen[s L�st of Subcontractors ' z�' � �..�`� �.. , ^ �� R � ' ' � � 3, '`u � r � °' % �� SUBCONTR�4CT�R #3 � �`-� ,. �� ' � � _� � �� Com an Name Subcontractor License # Work to be erformed PLUMBING Address Phone # Bid Amount and % of Total Bid � <� z �'��3��`�� ,�� °?a �� SUBCONTRACTQR #4 r,A� � �� ¢�� °� �A �€� ��,��'��£;�� Com an Name Subcontractor License # Work to be erFormed Address Phone # Bid Amount and % of Total Bid � ��;� m'�� , �= �� _, , . . _ _ _� ,- °� n*,� �,�, �,,�� , y �,� y ,� „� � � _ - � � �,�,� �`��'� �"^ �<� "� s�% . � � �, �u�� ,� �� ,< � A SUBCC?NTRAC,TOR #5 �, �� ° �� >�,,'� � Com an Name Subcontractor License # Work to be erFormed Address Phone # Bid Amount and % of Total Bid a �. ,s " �,,;. i, i ,; � � in, y �m �' . _ _ _ _ � , �, a� �;,.�.""'. _ � «,. � � :� , � - � g ? -, v � � �#' � `'�' S� �" l � .a � � �' ! � � ��. �.� � � u y � >a?� �,z � ��`"�y � ��,��=�� ,� ��SUBCtONTRi4C�TOR�#6<��Y��'� �°%t , ��'� � Com an iVame Subcontractor License # Work to be erFormed Address Phone # Bid Amount and % of Total Bid � � ��4��.q � r � �� _ ��;�� =��--F � � �� ,, ,� v � � �� , �v,� �` � � v °� � .�� @��,° SIJBCONTRACTORw#7� x��M�,�� °'� i �'� � � � » �� Com an Name Subcontractor License # Work to be erformed Address Phone # Bid Amount and % of Total Bid C�tyofBremerton 236-1896-113(Ol/04) � Wash�ngton Avenue Sewer Improvements BF-22 November 2013 Contract Documents L►st of Subcontractors ' ' ' � (Page 1 of 2) The Bidder shall furrnsh the following information Additional sheets shall be attached as required , Fadure to complete these items will cause the Bid to be non-responsive and may cause its re�ection In any event, no award wdl be made untd all of the Bidder's General Information is delivered to the CITY ' (1) CONTRACTOR's name and address, including name of primary contact � INFORMATION a2EQUIRED OF BIDDER ' l�J �� (2) CONTRACTOR's telephone number CONTRACTOR's fax number (3) CONTRACTOR's license Primary classification Specialty classifications held, if any State License No and Expiration Date Name of Licensee, if different from (1) above , ' L � 1 ' ' u (4) Name, address, and telephone number of surety company and agent who wdl provide the required bonds on this contract (5) Name and Position of person(s) who attended the pre-bid visit to the worksite (if any) , C�ry of Bremerton Washington Avenue Sewer Improvements Con[ract Documents BF-23 236-1896-113 (01/04) November 2013 Informanon Reqwred of Brdder ' - INFORMATION 12EQUIRED OF BIDDER (Page 2 of 2) (6) ATTACH TO THIS BID a list of 3 pro�ects completed by the Contractor, which are simdar to the WASHINGTON AVENUE SEWER IMPROVEMENTS pro�ect in nature, value and complexity of work The 3 pro�ects must have been completed under the bidder's name as the pnme (general) contractor w�thin the last 10 years The list shall include the following information as a mirnmum • Names, address, and telephone number of owner • Name of pro�ect • Location of pro�ect • Bnef description of the work involved • Contract amount • Date of completion of contract • Name, address, and telephone number of architect or engineer � Name of owner's pro�ect engineer • List of Ma�or Equipment • Years m busmess under current name • Contracts now in hand, gross amount C�ryof Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer lmprovements BF-24 November 2013 Contract Documents lnformat�on Reqwred of Bidder ' C NON-COLLUSION A�FIDAVIT ' ' STATE OF COUNTY OF � , bemg first duly sworn, deposes and says that he or she is of the party making the foregomg bid that the bid is not made m the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation, that ' the bid is genuine and not collusive or sham, that the bidder has not directly or indirectly mduced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a , sham bid, or that anyone shall refrain from bidding, that the bidder has not in any manner, directiy or indirectly, sought by agreement, commurncation, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid pr�ce, or of that of any other bidder, or to secure any advantage against the public body ' awarding the contract of anyone interested in the proposed contract, that all statements contamed m the bid are true, and further, that the bidder has not, directly or mdirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or ' data relative thereto, or paid, and wdl not pay, any fee to any corporation, partnership, company association, orgarnzation, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid ' t ' Signed Subscribed and sworn to before me this day of , 2013 Notary Public m and for the County of State of ss (SEAL) City of Bremenon Wash►ngton Avenue Sewer Improvements Contract Documents BF-25 236-1896-113 (01/04) November 2013 Non-Collusion Affidavrt THIS PAGE LEFT INTENTIONALLY BLANK C�ry of Bremenon 236-1896-113 O7/04) Wash�ngton Avenue Sewer Improvements BF-26 November 2013 Contract Documents Non-Collus�on A�davrt � ' ' CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY In accordance with Chapter 56, Laws of 1975 1 st Extraordinary Session, Certification ' regardmg Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors pnor to the award of contracts or subcontracts ' , L� , ' ' 1 � � ' � Name of Pnme Contractor Address Internal Revenue Service Employer ldent�cation No a Contra�tor has participated in a previous contract or subcontract sub�ect to the Equal Opporturnty Clause b Compliance reports were required to be fded m connection with such contract/subcontract c Contractor has filed all compliance reports required by Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opporturnty Commission issued pursuant to Title VII of the Civd Rights Act of 1964 Yes No Yes No Yes No, d if answer to item 'c' is °no", please explam in detail in the space below CERTIFICATION I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief Name and Title of Signer (please type or print clearly) ' Signature 1 ' C�ty of Bremerton Washrngton Avenue Sewer Improvements Contract Documents Date 236-1896-113 (01/04) gF_27 November 2013 Cert�ficaUOn by Proposed Contractor Regardmg Equal Employment Opponunrty CJ THIS PAGE LEFT IftITENTIONALLY BLAN6C C►ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements BF-28 November 2013 Contract Documents - Cert�ficanon by Proposed Contractor Regard�ng Equal Employment Opportunrty ' ' CERTIFICATION OF NON-SEGREGATED FACILITIES ' , , , , ' � � � ' ' ' ' ' ' (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause ) The federally assisted construction contractor certifies that he does not maintam or provide for his employees any segregated facdities at any of his establishments, and that he does not permit his employees to perForm their services at any location, under his control, where segregated facdities are maintained The federally assisted construction contractor certified, further that he will not maintam or provide for his employees any segregated facdities at any of his establishments, and that he wdl not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained The federally assisted construction contractor agrees that a breach of this cert�fication is a violation of the Equal Opportunity clause m this contract As used in this certification, the term "segregated facdities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drmkmg fountains, recreation or entertainment areas, transportation, and housing facdities provided for employees which are segregated by explicit directive or area, in fact, segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time periods) he wdl obtam identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opporturnty clause, and that he will retain such, certification m this fde Signature Date Name and title of signer (piease type) NOTE THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH THE BID PROPOSAL , C�ry of Bremerton Wash�ngton Avenue Sewer Improvemen[s Contract Documents END OF BID FORMS BF-29 236-1896-113 (01/04) November 2013 Cert�cahon of Non-Segregated Faalrt�es 1 THIS PAGE LEFT INTENTIONALLY BLANK k i C►ty of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements BF-30 November 2013 Contract Documents Cert�fication of Non-Segregated Facdmes ' 1 CONTRACT ' , ll ' ' , (Page 1 of 3) THIS AGREEMENT is dated the � day of in the year 20 �' by and between the City of Bremerton (heremafter called CITI� and called CONTRACTOR) CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents ent�tled WASHINGTON AVENUE SEWER IMPROVEMENTS ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion for each phase as follows Phase 1 shall be , obtained by May 1, 2014 Phase 2 shall be obtained w�thin 210 calendar days from the Phase 1 Notice to Proceed date Time is of the essence as to each and every deadline set forth in this agreement This provision has been specifically negotiated ' ' ' ' ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY wdl suffer financial loss �f the WORK is not completed withm the time specified m Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08 8 of the Standard Specifications which may be modified by the Special Provisions They also recogrnze the delays, expense, and d�fficulties involved in proving in a legal proceedmg the actual loss suffered by the CITY if the WORK is not completed on time Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1,200 per day after the date of Substantial Completion for each phase ARTICLE 4. CONTRACT PRICE. ' CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents m the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07 2(2) of the Speaal Provisions ' ARTICLE 5. PAYMENT PROCEDURES. ' CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09 9 of the Standard Specifications which may be modified by the Special Provisions Applications for Payme ill be processed by ENGINEER as provided m the Special Provisions ' ntractor Imtials ' C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-1 November 2013 Contract Documents Contract 1 CONTRACT (Page 2 of 3) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR conceming the WORK consist of this Contract and the followmg attachments to this Contract , , • Notice Invitmg Bids, • Bidders Checklist, • Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, • Performance Bond, • Payment Bond, • Standard Specifications, • Amendments to the Standard Specifications, • Special Provisions, • Appendices • Contract Plans, • Addenda numbers to , inclusive ° Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto There are no Contract Documents other than those listed in this Article 6 The Contract Documents may only be amended by Change Order as provided in Section 1-04 4 of the Standard Specifications which may be modified by the Special Provisions ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the reqwrements of RCW 4 24 115 and the CONTRACTOR specifically waives his immunity under- industrial insurance under Title 51 RCW To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, empioyees, and agents of each and any of them, against and from any and all claims, in�uries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or mcidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents The provisions of this section shall survive the termination of the contr t � C ntractor Initials C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-Z November 2013 Contract Documents Contract ' ' � � ' i� � � � , �--� l , ' CONTRACT (Page 3 of 3) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be bindmg on another party hereto without the wntten consent of the party sought to be bound, and specifrcaNy but without limitation mornes that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specificaliy stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibdity under the Contract Documents The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibdities under the Agreement, except with regards to an assignment of funds for security purposes In the case of an assignment for secunty purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers CITY and CONTRACTOR each binds rtself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legaf representatives in respect of all covenants, agreements and obligations contamed m the Contract Documents IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written CONTRACTOR �_ 0.�e.i-�bt� ��-�o'nT�- By [CORPORATE SEAL] `�-��` �� Attest �� (�� er�e.�'`'� Address for giving notices Address for giving notices 3� l�� - . �� . �em�� A�a3� � ' , ' � Approved as to Form (Signature) G t��l (Title) C�ty of Bremerton Washmgton Avenue 5ewer Improvements Contract Documents CF-3 . .. - . i . • . _ . � � .a � � : - - • � � . .__ �►� Agent for service of process � �.•' �w 236-1896-113 (Ol/04) November 2013 Contract � u CITY Citv of Bremerton THIS PAGE LEFT INTENTIONALLY BLANK � City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-4 November 2013 Cont�act Documents Contract , ' � ' ■�J ' ' , , L ' ,--, �� _, � � �J ' ' STATE OF COUNTY OF CONTRACT CERTIFICATE �if Corporation) ) ) SS ) I HEREBY CERTIFY that a meeting of the Board of Directors of the ♦ — • w � -- — �-_---'_�� ----� ---- '� -- =� -- � a corporation ewsting under the laws of the State of �„ '� �1.. : �a�n� , held on R� r c�� , 201�; the followmg resolution was duly passed and adopted `RESOLVED, that �> ycv�� C�(�'Q- , as President of the Corporation, be and is hereby authonzed to execute the CONTRACT dated 2013, by and between this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this \Q'� , day ofi�e��c�b� , 2013 (SEAL) ' Ciry of Bremerton Washington Avenue Sewer Improvements Contract Documents �� Secreta �� c.,�,�cv�� CF-5 236-1896-113 (Ol/04) November 2013 Contract Cert�ficate (�f CorporaGOn) 1 THIS PAGE LEFT INTENTIONALLY BLANK City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-6 November 2013 Contract Documents Contract Cert�ficate (�f Corporation) r r � , � ' � � � � � � Bond # SS60407697 PERFORMANCE BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That Pape & Sons Construct�on, Inc as CONTRACTOR, and RLI Insurance Company es Surety, are held and firmly bound unto C'�ty of Bremerton hereinafter called "OWNER,° in the sum of One Mdlion Six Hundred Eiqhty-Two Thousand Nine Hundred Fortv-Three Dollars and 75/ '� ($1 682 943 75) dollars, for the payment of which sum, well and truly to be made, we bind ourse{ves, ou� heirs, executors, administrators, succ�ssors, and ass�gns, �oirrtly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter �rrto the annexed Agreement with said OWNER to perform the WORK as specfied or indicated in the Contract Documents ent�led "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, WASHINGTON AVENUE SEWER IMPROVEMENTS", now, therefore, � ' � � � � � � In the event CONTRACTOR fads to bmely or properiy pe�Form any caf the reqwrements of the Contract DocumeMs at the t�mes and in the manner contained therein, the Surety shall be liable under tt�is bond up to the amount of the bond for the full amourrt of the OWNERS's expenses to construct or repair all work as weli as ail loss, cost, expense or damage suffered by the OWNER � in excess of the Contract amou� due to the CONTRACTOR'S failure to comply with any contract or perm�t conditions or other applicable laws and regulat�ons , � '� � � � t � , ' � ' � � The Surety agrees that within 30 catendar days of receivmg notice that the OWNER has declared wt a CONTRACTOR defauit and formally terminated the CONTRACTOR'S nght to complete the Coritract pursuarrt to �ts terms and conditions and that the CONTRACTOR has defau�ed on all or part of the terms guaranteed by th�s bond, the Surety shall either 1. Notify the OWNER in wrfing of �ts intent to cure the default itself withm a reasonable penod of bme acoeptable to the OWNER The OWNER agrees to pay the balance of the Contract pnce to the Surety m accordance with the terms of the Contract, o� 2 Tender to the OWNER the demanded sum, up to the amount of the bond Hawever, d the amount necessary for the OWNER to cure the defauft is less than the amount tendered, the OWNER wdl retum, without inte�est, any overpayment to the Surety PROVIDED, that any alterations m the WORK to be done or the matenals to be fumished, or changes �n the t�me of completion, which may be made pursuant to the temns of said Corrtract Documents, shall not �n any way release said CONTRACTOR or sa�d Surety hereunder, nor shall any extensions of �me granted under the prov�sions of said Contract Documents, release erther said CONTRACTOR or sa�d Surety, and notice of such alterations or extensions of the Agreement �s hereby wanred by said Surety The obligat�on of the Surety shall mciude reimbursing the City for all costs and expenses, {including, but not limited to fees and charges of engineers, arch�ects, attomeys, and other professwnals, and court costs if Ifigation �s commenced) incurred by the OWNER in enforGng the provis�ons of this Bond Crty of Bremerton 236-1�6-113 (07/04) Washrngton Avenue Sewer Improvemer►ts CF-13 November 2013 Contract DocumenLs Per/orn►arxe Bond � o t ' ' Bond SSB0407697 PERFORMANCE BOND (Page 2 of 2) The CONTRACTOR hereby agr�ees that the CONTRACTOR'S obligation to perForm the r�equired ' work is not limited to the amount of funds held by �e Surety This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. ' ' This bond shall remain m full foroe and effect for a penod of one (1) year foltoHnng final axeptance of the projed by the Cdy, and untd the bond �s released in wnting by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals th�s 2 � day of December , 2013 . (SEAL) (SEAL) PAPE & SONS CONSTRUCTION, INC RLI INSURANCE COMPANY (C RACT (Su '� , , � �, _ � By: B ' �, gnature and SEAL) (S�gnature and SEAL) �� ` Cathenne M Fleck, Attomey In Fact ( AND NOTARIAL ACKNOWLEDGEMENT OF SURETI� � Address of Surety to which all notices shall be ser�t RLI Insurance Comoanv 3101 Westem Avenue - Swte 300 Seattle, WA 98121 Address of Surety for service of process (must be a physical address) RLI Insurance Comoanv 3101 Westem Avenue - Suite 300 Seattle, WA 98121 c►ry or enernerton Washington Avenue Sewer lmpvnvemerns Coniract Qocuments ss CF-14 236-�895-113 (01/04) Noviember 2013 Perfarrrwence Borrd ,� �, _ ,- ' � �� I ' RLI Surety P O Box 3967 � Peona, IL 61612-3967 Phone (800)645-2402 � Fax (309)689-2036 www rticorp com ' Know All Men by These Presents Any and all bonds, underta►�ngs, and recognizances m an amount not to exceed Ten M�Ihon Dollars ($10,000,000) for any single obhgahon. ' That this Power of Attorney is not valid or m effect unless attached to the bond wluch it authonzes executed, but may be detached by the approvmg officer if desired ' That RLI Insurance Company, a(n) Illmois corporation, does hereby make, constitute and appomt �atherine M Fleck. Pamcia A. Fuaua. Ma�rk Ha�ks Brad Ba�non, Kerstuia Zach rczvk �OLntiv and severallv ' m the City of Umversitv Place , State of Waslungton its true and lawful Agent and Attorney m Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on rts behalf as Surety, the followmg descnbed bond ' ' The acknowledgment and execution of such bond by the said Attorney m Fact shall be as bindmg upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company 1 The RLI Insurance Company further certifies that the followmg is a true and exact copy of the Resolunon adopted by the Board of Duectors of RLI Insurance Company, and now m force to-wit ' , t 1 "All bonds, policies, undertakings, Powers of Attorney or other obligahons of the corporation shall be executed in the corporate name of the Company by the Pres�dent, Secretary, any Ass�stant Secretary, Treasurer, or any Vice Pres�dent, or by such other officers as the Board of D�rectors may author�ze. The President, any Vice President, Secretary, any Ass�stant Secretary, or �he Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertalcings in the name of the Company. The corporate seal is not necessary for the vaLdity of any bonds, policies, undertakings, Powers of Attorney or other obligahons of the corporahon. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed tlus 17th day of 7ulv , 2013 ' State of Illmo�s ' County of Peona �C. Jacqu me M Bockler Notary Public "OFFICIAI SEAL" NOTMY "'� JACQUELINE M BOCKLER 9TATE OF �� fAMMISSION EXPIRES 03M8174 On this 17th day of Jul�, 2 13 , before me, a Notary Public, personally appeared Roy C. D�e , who bemg by me duly sworn, 1 aclmowledged that he s�gned the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged said mstivment to be the voluntary act and deed of said corporahon ' ' 1 } SS � �,a�g: �'y.� ' �pavoqqT� : : SEAL: �''�.�� G 1 N 0�5•``�� POWER OF ATTORNEY RLI Insurance Coropany RLI Insurance Company Roy C Die x V�ce Pres�dent CERTIFICATE I, the undersigned officer of RLI Insurance Company, a stock corporahon of the State of Illmo�s, do hereby cerhfy that the attached Power of Attorney �s m full force and effect and is �rrevocable, and furthermore, that the Resolut�on of the Company as set forth m the Power of Attorney, �s now m force In teshmony whereof, I have here to et my hand and the s 1 of the RLI Insurance Company th�s U , day of �, Zb/ � RLI Insurance Company _...._ Roy C Die V�ce President 4671373020212 A0059411 r ' ' �, � l� ' � � � � � ' � � ' ' � Bond #SSB0407697 �' PAYMENT BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That Pape & Sons Construction, Inc as CONTRACTOR, and RLI Insurance Company 8s Surety, are held and firmly bound urrto City of Bremerton hereinafter called "OWNER,' in the sum of One Mdlion, Six Hundred Eighty Thousand, Nine Hundred Fo�ty Three Dollars and 751100's ($1,682,943 75) dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, admin�strators, successors, and assigns, �oiMly and severally, firmly by these preseMs THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter i�o the annexed CONTRACT with said OWNER to perForm the WORK as speafied or indicated in the Contract Documents entitied "City of Bremerton, Department of Pubiic Worlcs and Utilities, Bremerton, Washington,lA�'ASHINGTON AVENUE SEWER IMPROVEMENTS", now, therefore, If said CONTRACTOR, or subcor�tractor, fails to pay for any matenals, equipment, or other supplies, or for rental of same, used in connection with the performar�ce of work contracted to be done, or for amounts due under appiicable State law for any warlc or labor thereon� said Surety wnli pay fo� the same in an amount not exceeding the sum s�cified above, and, in the event suit �s brought upon this bond, reasonable attomey's fees to be fixed by the court This bond shall inure to the benefit of any persons, companies, or corporat�ons errt�led to file claims under appl�cable State law so as to groe a nght of act�on to them or their assigns in any swt brought upon thls bond PROVIDED, that any alterations in the WORK to be done or the matenals to be fumished, or changes in the bme of compietion, which may be made pursuant to the terms of said Contract Documents, shall not m any way release said CONTRACTOR or said Surety thereunder, nor shail any extensions of fime grarrted under the prowsions of sa�d Contract Documents release e"�ther said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by sa�d Surety The obligat�on of the Surety shall include reimbursing the City of all costs and expenses, Cncluding, but not limited to fee and charges of engmeers, architects, attomeys, and other profess�onals, and court costs d Irtigation is commenced) incurred by the OWNER in enforcmg the prov�sions of this Bond Crty of Briemerton 236-1896113 (Ol/04} Washingtar Avenue Sewer Improvements CF-15 November 2013 Contrad Docu/nents Payment Bo►►d ' L � • ' ' ' � � � Bond SS60407697 PAYMENT BOND (Page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seais this 2 � h day pf December , 2013 PAPE & SONS CONSTRUCTION, INC RLI INSURANCE COMPANY (C RACTOR) (Surety , • '�, � ' _�� By By - -, � - ", : �, � � � =4 gnature and SEAL) (Signature and SF�1L �, � �._ � "� Cathenne M Fleck, Attomey In Fact --' =' , r', '�' ') i ` ' ' `, �' \ ( AND NOTARIAL ACIWOWLEDGEMENT OF SURETIO , ,,,> ,� , �, , l �.. , � ,� , ' Address of Surety to which all not�ces shall be sent RL! Insurance Com�y ' 3101 Westem Avenue - Swte 300 Seattle, WA 98121 1 ' Address of Surety for sernoe of process (must be a phys�cal address) � RLI Insurance Company ' ' , ' � " ' ' ,' 3101 Westem Avenue - Swte 300 Seattle, WA 98121 END OF CONTRACT FORMS C!ry � &emerton Wasiungcon Avefwe Sewer lmprovemerns Con[raa Documents s�� t � CF-16 236-1896-113 l01/04I Navember 2013 Paymern 8ond P � � � ' � ��' ' RLI Surety P O Box 3967 � Peona, IL 61612-3967 Phone (800)645-2402 � Fax (309)689-2036 www rl�corp com 1 Know All Men by These Presents Any and all bonds, undertakings, and recognizances m an amount not to exceed Ten Million Dollars ($10,000,000) for any s�ngle obhgation ' That this Power of Attorney is not valid or m effect unless attached to the bond wluch it authonzes executed, but may be detached by the approvmg officer if desired ' That RLI Insurance Company, a(n) Illinois corporarion, does hereby make, constitute and appomt Catherine M Fleck Pamcia A Fu�ua Mark Ha�nks Brad Bannon Ker�rina Zach rczyk� ioLntiv and severallv ' m the City of Uruversitv Place , State of Washin�ton its true and lawful Agent and Attorney m Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on rts behalf as Surety, the followmg descnbed bond ' 1 The acknowledgment and execution of such bond by the said Attorney m Fact shall be as bmdmg upon tlus Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company ' The RLI Insurance Company further certifies that the followmg is a true and exact copy of the Resoluhon adopted by the Board of Duectors of RLI Insurance Company, and now m force to-wit ' ' � � "All bonds, policies, undertakings, Powers of Attorney or other obLgahons of the corporahon shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other offcers as the Board of Directors may authorize. The Pres�dent, any V�ce President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertalcings in the name of the Company. The corporate seal is not necessary for the valid�ty of any bonds, pohcies, undertalungs, Powers of Attorney or ot6er obhgat�ons of the corporation The s�gnature of any such officer and the corporate seal may be printed by facsimde." IN WITNESS WHEREOF, the RI.I Insurance Company has caused these presents to be executed by its Vice President wrth its corporate seal affixed tlus 17th day of Julv , 2013 1 State of Illmo�s ' County of Peona B.C.. Jacqu me M Bockle Notary Public ��, "OFFICIAL SEAI" vueuc �ACQUELINE M BOCKLER sr�re oc �u�Nas �pMMISSIONEXPIRESaiM&14 On th�s 17th day of July . 2013 before me, a Notary Pubhc, personally appeared Rov C Die , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and acknowledged sa�d mstrument to be the voluntary act and deed of said corporarion ' ' ' f } SS ) �.,- -��.� ; �pavoqnTe ;� —•— : SEAL: POWER OF ATTORNEY RLI Insurance Company RLI Insurance Company Roy C D�e x Vice Pres�dent CERTIFICATE I, the undersigned officer of RLI Insurance Company, a stock corporanon of the State of Illmo�s, do hereby cerhfy that the attached Power of Attorney is m full force and effect and �s trrevocable, and furthermore, that the Resolut�on of the Company as set forth m the Power of Attorney, is now m force In testimony whereof, I have here to $e� my hand n the s al of the RLI Insurance Company th� '�1 daY o , 7A �3 RLI Insurance Company ,...... Roy C D�e Vice Pres�dent 4671373020212 A0059411 � � I� ' t ' ' ' ' � , l�l � 1 �� 1 ' � �� 9PAPA1- OP ID CF '`�`° CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYI� 12H9/2013 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 BETVYEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT If the cerWicate 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 ceR�ficate does not confer rights to the certificate holder in lieu of such endorsemen s PROOUCER Np�jE� C8tF1 FI@CIC Bannon, Carlson & Kessel, Inc PHONE 253-565-3500 �eu�c No 253-565-7209 2121 70th Ave W Ste B Univers(ty Place, WA 98466-7664 pp cflec bCkinC net Bradley 8 Bannon INSURED Pape & Sons Construcdon Inc Peninsula Equipment Company Pape & Sons Constructlon Inc Profit Sharing Plan 9401 54th Ave NW Ste 1A Gig Harbor, WA 98332 CITYBRE oregon auto ��reuranee 23933 COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TypE OF INSURANCE POLICY EFF POUCY E%P �� L POLICY NUMBER MMIDD D GENERAL LIABILITY EACH OCCURREI�E $ �,OOO,OO A X COMMERCIAL GENERAL LIABILITY X C13163066 03/30/2013 03/3012014 p�MISES Ea occurtence $ � 00, �� cuunes-nnnoe ❑X occuR MED D� (Any one persan) S 5,00 PERSONAL & ADV INJURY $ 1,000,00 X Stop Gap GENERALAGGREGATE $ Z,OOO,OO GEMLAGGREGATELIMITAPPLIESPER PRODUCTS-COMPlOPAGG $ Z,OOO,OO Poucv PRO �oc Em Ben $ 1,000,00 auroMOSi�e �u►eiuTV � eB�IN�E�SINGLE LIMIT $ 1,000,00 A X,arrvnuro C13163066 03/30/2013 03/30/2014 BOD�LVIWURY(Perperson) 8 ALLOWNED SCHEDULED BODILYIWURY(Peraa�deM) $ AUTOS AUTOS HIRED AUTOS ��WNED PROPERTY DAMAGE $ AUTOS PER ACCIDENT $ UMBRELLA LIAB X pCCUR EACH OCCURRENCE $ S,OOO,OO q )( exCESS Llae Cvun,ts-MnpE C13163066 03/30/2013 03/30/2014 AGGr�cnTE $ 5,��,�0 DED X RE,ENTION $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS LIABILITY RY L1MIT ER A ANYPROPRIETOR/PARTNER/EXECUTIVE C1SIC�OB6 OS/SO/2013 OS/SO/2014 ELEACHACCIDENT $ 'I,OOO,OO OFFICERIMEMBER EXCLUDED? � N � A (Mandatory In NH) A STOP GAP , E L DISEASE - EA EMPLOYE $ Hyes descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT $ 'I,OOO,OO p InstallaUon Float C13163066 03/30/2013 03/30/2013 Lim�t 50,00 Ded 50 DESCRIPTION OF OPERATIONS f LOCATIONS / VEHICLES (Attach ACORD 101 Addkional Remarks Schedule H more space Is required) RE Washa.ngton Avenue 3ewer Improvement Pro�ect Endorsement CG8416 attached City of Bremerton Public Works & Utd�ties Attn Engineenng Diwsion 345 S�xth St ACORD 25 (2010/OS) INSURER D CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENTATIVE ��. � �O 1988-2010 ACORD CORPORATION Ali nghts reserved The ACORD name and logo are reg�stered marks of ACORD � ' , ' � L�J C13-16-30-66 PAPE & SONS CONSTRUCTION 03/30/13 COMMERCIAL GENERAL LIABILITY CG 841612 03 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY MASTER PAK PLUS� FOR CONSTRUCTION This endorsemeM modifies insurance provided under the follovinng COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX � ' ' � t 1_J Subiect Blanket Adddional Insured (Owners, Lessees or Contradors) Fire, Lightning, Explosion and Spnnkler Leakage Damage to Premises You Rent Non-Owned Watercraft Supplemerrtary Payments (Bad Bonds) Personal And Advert�sing In�ury - Eledromc Publication Extension Aggregate Limits (Per Location) Aggregate Lim�ts (Per Pro�ect) Voluntary Property Damage Coverage Off Premises Care, Custody or Control Coverage , Newly Formed or Aoquired Orgarnzations , Dut�es m the Event of OccuRence, Offense, Claim or Sud Bodily Injury (Mental Anguish) Waiver of Transfer of R�ghts of Recovery Against Others Medical Payments Broad Named Insured Broadened Mobile Equipment Incidental Malpradice L�abddy Non-Owned Aircraft Property Damage - Elevators ' CG 8416 12 03 Includes copynghted matenal of ISO Proper4es, Inc , with ds rmission e soo 00 � Paae 2 3 4 4 5 5 5 6 6 7 7 8 8 8 8 8 8 9 9 Page 1 of 9 C 1. BLANKET ADDITIONAL INSURED (Owners, Lessees Or Contradors) (Includes a PnmaryMon-Contnbutory prowsion) Section II - Who Is M Insured is amended to �nclude as an insured any person or organ�zation whom you are required to name as an adddional insured on th�s policy �n a wntten contrad or wntten agreement The wntten contract or wntten agreemertt must be currently in effed or becoming effective dunng the term of this policy and executed pnor to the "boddy in�ury," "property damage" or "personal and advertising in�ury " The insurance provided the additional insured �s limited as follows A. The person or organization is oniy an adddional insured with respect to liabdity 1. Arising out of real property, as descnbed m a wntten contract or wntten agreemeM, that you own, rent, lease or occupy, or 2. Caused by your ongomg operations pe�formed for the additional insured The �nsurance provided the add�t�onat insured m 1.A.2 above does not apply to a. Coverage A- Bodily Injury and Property Damage Liabil�ty, Coverage B- Personal and Advertising Injury Liability or defense coverage under the Supplementary Payments ansing out of an architect's, eng�neer's or surveyors rendenng of or fadure to render any professional services mcludmg (1) The prepanng, approvmg, or fading to prepare or approve maps, shop drawings, opi�ions, reports, surveys, field orders, change orders or draHnngs and specifications, and (2) Supervisory, inspection, architectural or engineenng adiv�ties b. " Bodiiy m3ury or "property damage" occumng after (1) AW work, including materials, parts or equipmeM fumished m connedion with such work, on the project (other than service, mairrtenance or repairs) that was pe�Fonned by or on behalf of the adddional insured(s) at the sde where the covered operations have been completed, or (2) That portion of "your work" out of which the injury or damage anses has been put to rts intended use by any person or orgarnzation other than another contractor or subcontrador engaged in performing operations for a pnncipal as part of the same pro�ect B. The limds of msurance applicable to the additional insured are those specified in a wntten contract or written agreement or the limits of Insurance as stated m the Declarations of this policy and defined in Section III - Limits Of Insurance of this policy, whichever are less These limits are mclusrve of and not m addition to the lim�ts of insurance ava�lable under this pol�cy C. The insu�ance provided the addit�onai msured does not apply to the liability resulting from the sole negligence of the addrtional insured CG 8416 12 03 Includes copynghted matertal of ISO Properties, Inc , wrth ds pertnission Page 2 of 8 E 601 00 �' ' 1 � II� t r 1 ' ' L '1 L�J D. As respeds the coverage provided to the addit�onal insured under this endorsement, Section IV- Condittons is amended as follows 1. The follovwng is added to Condition 2, Duties In The Event Of Occurnence, Offense. Ciaim, or Suit An adddional msured under this endorsement will as soon as pradicable a. Give wntten not�ce of an "occuirence" or an offense, that may r+esuR �n a claim or "suit" under this insurance to us, b. Tender the defense and lndemnity of any claim or "suit" to all insurers whom also have insurance avadable to the adddional �nsured, and c. Agree to make avadable any other �nsurance which the addfional msured has for a loss we cover under this Coverage Part 2. The folloHnng �s added to Condition 3. Legal Action Against Us We have no duty to defend or indemnify an additional msured under this endorsemerrt untd we receive wntten notice of a Gaim or "swY from the addiUonal insured 3. The follovinng is added to Paragraph a, Primary Insurance of Condition 4. Other Insurance If the adddional insured's policy has an Other Insurance provision makmg �ts policy excess, and a Named Insured has agreed m a wntten contract or wntten agreement to provide the adddional insured coverage on a pnmary and noncorrtnbutory basis, this poi�cy shall be pnmary and we wnll not seek confibution from the add�tronal �rtsured's pol�cy for damages we cover 4. The foilowmg is added to Paragraph b, Excess Insurance of Condrtion 4. Other insurance Except as provided in Paragraph 4.a Pnmary Insurance as amended above, any coverage provided hereunder shall be excess over any other valid and collectible insurance avadabie to the additional msured whether primary, excess, conimgent or on any other basis In the event an additional insured has other coverage avadable for an "occurrence" by virtue mf also being an additional msured on other policies, this insurance �s excess over those other policies 2. FIRE, LIGHTNING, EXPLOSION AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If Damage To Premises Rented To You under Coverage A is not otherwise exGuded from this policy, the follovv�ng applies A. The last paragraph of 2 Exclusions of Section I- Coverage A is repiaced by the following If Damage To Premises Rented To You is not othervvise excluded, Exclusions c. through n. do not apply to damage by fire, lightmng, "explosion" or spnnkier leakage to premises whde rented to you or temporanly occup�ed by you wrth permission of the owner A separate limrt of insurance applies to this coverage as descnbed in Section 111- Limits Of Insurance. B. Paragraph 6. of Section III - Limits Of Insurance is replaced by the follownng 6. Sub�ect to 5. above, the higher of $300,000 or the Damage To Premises Rented To You Limit shown m the Summary of Limds and Charges section of th�s policy �s the most we vnll pay under Coverage A for damages because of "property damage" to premises rented to you or temporanly occupied by you anth the permission of the owner ansing out of any one fire, lightning, "explosion" or spnnkler leakage mcadent ' CG 8416 12 03 E 802 00 �nc�udes copyngMed matenal of ISO Properties, Inc , wdh its permisswn Page 3 of 9 � C. Paragraph b.(1)(b) of Condition 4 Other Insurance (Section N— Cond�tions) is replaced by the folloHnng (1) That is Fire, Lightrnng, Explosion or Spnnkler Leakage insurance for premises rerrted to you or temporaniy occupied by you �nnth the permiss�on of the owner, D. Paragraph 9.a of the definitioa of "msured contrad" m Section V- Definitions is replaced by the foitowing 9. "Insured contract" means a. A contrad for the lease of premises However, that portion of the contract for a lease of premises that indemnifies any person or organizat�on for damages by fire, lightrnng, "explosion" or sprinkler leakage to premises while rented to you or temporanly occupied by you with the permission of the owner is not an "insured contrad", E. The folloHnng defin�tion is added to Section V- Definitions "Explos�on" means a sudden release of expanding pressure accomparned by a noise, a bursting forth of mate�ial and evidence of the scattenng of debns to locations further than would have resutted by grav�ty alone "Explosion" does not �nclude any of the follov�nng 1. Artificially generated elec:tncal current includmg eledncal arcing that disturbs eledncai devices, appliances or vnres, 2. Rupture or burst�ng of water pipes, 3. Explosion of steam boders, steam pipes, steam eng�nes or steam turbines owned or leased by you, or operated under your controt, or 4. Rupture or bursting caused by ce�nfugal force 3. NON-01NNED WATERCRAFT Subparagraph g(2) of Paragraph 2., Exclusions of Section 1- Coverage A is replaced by the foilowing (2) A watercraft you do not own that �s (a) Less than 51 feet long, and (b) Not bemg used to carry persons or property fo� a charge, 4. SUPPLEMENT�IRY PAYMENTS In the Supplementary Payments - Coverages A and 8 provision The I�m�t for the cost of bad bonds in Paragraph 1.b is changed from $250 to $1000 CG 8416 12 03 Includes copyrighted matena{ of !SO Properties, Inc , with its pertrnssion Page 4 of 9 E 603 00 t t ' ' 5. PER30NAL AND ADVERTISING INJURY - ELECTRONIC PUBLICATION EXTENSION Paragraphs 14.b., d. and e. of Section V- Definitions are reptaced by the folloNnng b. Malicious prosecution or abuse of process, d. Oral, wntten, televised, v�deotaped or electronic publication of matenal that slanders or libels a person or organ�zaUon or disparages a person's or organization's goods, produds or services, e. Oral, wntten, televised, wdeotaped or elec�tronic publication of matenal that violates a person's nght of pnvacy, The foilovnng is added to Paragraph 14. "Personal and Ad�ertis�ng In�ury" of Section V- Definitions h. Discnmination or humdiat�on that results in in�ury to the feelmgs or reputat�on of a natural person, but only if such discnm�nat�on or humdiatron is (1 j Not done intentionally by or at the direction of (a) An insured, or (b) Any "executive officer" diredor, stockholder, partner or member of the insured, and �2) Not directly or indirectly related to the employment, prospedive employment or termination of employment of any person or persons by any insured Subparagraphs b and c of 2, Exclusions of Section i- Coverage B- Personal Md Advertising Injury Liability ar�e replaced by the folloHnng b. Material Published With Knowledge Of Faisity "Personal and advertising in�ury" ansmg out of orai, wntten, televised, videotaped or eledronic publication of matenal, if done by or at the direct�on of the lnsured vinth knowledge of �ts fals�ty, c. Material Published P�ior To Policy Period "Personal and advertismg in�ury" ansing out of oral, wntte�, telewsed, v�deotaped or eledronic publication of materiai whose first publication�took place before the beginnmg of the policy penod, 6. At3GREGATE LIMITS OF INSURANCE (PER LOCATION) The General Aggregate Limit under Section III Limits Of Insurance applies separately to each of your "locations" owned by or rented to you or temporanly occupied by you with the permission of the owner "Location" means premises involvmg the same or connecting lots, or premises whose connection �s interrupted only by a street, roadway, waterway or nght-of-way of a radroad 7. AGGREGATE LIMITS OF INSURANCE (PER PROJECT) The General Aggregate Limit under Section 111 Limits Of Insurance applies separately to each of your projects away from premises owned by or rented to you ' CG 8416 12 03 E 604 00 Includes copynghted matenal of ISO Properhes, Inc , w�th Rs permiss�on Page 5 of 9 .' � 8. VOLUNTARY PROPERTY DAMAGE COVERAGE At your request, we Nnll pay for "loss" to property of others caused by your business operations The most we wnll pay for this coverage is $500 each "occuRence " The "loss" must occur during the policy penod The "occunence" must take place in the "coverage temtory". "Loss" means unintended damage or destrudion "Loss" does not mean disappearance, abstraction or theft This coverage does not apply to• 1. Damage ansing out of the use of any "auto", 2. Property you own, occupy, rent or lease from others, or 3. Property on your premises for sale, service, repair or storage None of the other policy exclusions apply to this coverage If the policy to which this endorsement is attached is wntten vinth a property damage liabdity dedudible, the deductibie shali apply to Voluntary Property Damage The lim�t of coverage stated above shall not be reduced by the amount of this dedudible 9. OFF PREMISES CARE, CUSTODY OR CONTROL COVERAGE A. We vwll pay those sums that you become legally obligated to pay as damages because of "property damage" to personal prope�ty of others whde in your or your "employees" care, custody or control or real property of others over which you or your "employees" are exerc�sing physical control if the "property damage" anses out of your business operations This Coverage is sub�ect to sections B., C., D and E. below B. Exclusions This insurance shall not apply to 1. "Property damage" of property at premises owned, rented,+leased, operated or used by you, 2. "Property damage" of property whde in trans�t, � 3. The cost of repainng or replaci�g f (a) Any of your work defectrvely or incorrectly done by you or by others on your behalf, or (b) Any product manufactured, sold or supplied by you, unless the "property damage" is caused diredly by you after delivery of the produd or completion of the woric and resutting from a subsequent undertaking, or 4. "Property damage" of property caused by or ansing out of the "products-completed operations hazard" C. Limits Of Insurance - The most we nnll pay for "property damage" under this Section 9 is $25,000 for each "occurrence" The most we �nnll pay for the sum of all damages covered under this Section 9 because of "property damage" is an annual aggregate limd of $25,000 The Limits Of insurance provided under this Section 9 are inclusive of and not in addit�on to any other limits provided ln the policy or endorsements attached to d D. Deductible - We �nnll not pay for "propeRy damage" in any one "occurrence" untd the amount of "property damage" exceeds $250 If the policy to which this endorsement is attached contains a "property damage" deductible, that deductible shall apply if �t is greater than $250 E. In the eveM of "property damage" covered by th�s endorsement, you shall, if requested by us, replace the property or furnish the labor and matenais necessary for repairs thereto at your actual cost, excludmg profit or overhead charges � ❑ ' � ' ❑ CG 8416 12 03 Indudes copyngMed matenal of ISO Properties, Inc , with ds permission Ps'i e 6 of 9 e �s ao 9 ' � r ' ' u ' , 10. NEWLY FORMED OR ACQUIRED ORGANIZATIONS A Paragraph 4 of Section il - Who Is An Insured is deleted and replaced by the folloHnng 4. Any business ent�ty acquired by you or incorporated or orgarnzed by you under the laws of any individual state of the Unded States of Amenca over which you ma�ntam majority ownership interest exceeding fifty percent Such aoqwred or newly formed organization Nnll qualify as a Named Insured �f there is no simila� insurance avadable to that eMity However. a. Coverage under thls provision applies only urnil ihe expiration of the policy period m which the entity was acqwred or incorporated or orgarnzed by you b. Coverage A does not apply to "boddy in�ury" or "property damage" that occurred before the ent�ty was acquired or incorporated or orgam2ed by you c. Coverage B does not apply to "personal and adveRising in�ury" ansmg out of an offense cammitted before the entdy was acqwred or incorporated or organized by you d. Reconis and descnptions of operations must be mamtained by the first Named Insured B. This Sedion 10. does not apply to newly formed or acquired orgamzations �f coverage is excluded either by provisions of the Coverage Part or by other endorsemeM(s) attached to d 11. DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT A. The reqwremeMs in Section N- Conditions, Paragraph 2.a , that you must see to d that we are notified of an "occuRence" applies only when the "occurrence" is known to 1 You, �f you are an mdiv�dual, 2. A partner, if you are a partnership, 3. A member or manager, if you are a limited liability company, 4. An executrve officer or designee, if you are a corporation, 5 A trustee, if you are a trust, or 6. A designee, if you are any other type of organizat�on B. The requirements in Section IV - Conditions Paragraph 2.b that you must see to �t that we recerve wntten notice of a claim or "swY' �nnll not be considered breached unless the breach occurs after such cla�m or "swt" �s known to 1. You, if you are an indrvidual, Z. A partner, if you are a partnership, 3. A member or manager if you are a timited liabdity company, 4. An executive officer or designee, �f you are a corporation, 5. A trustee, if you are a trust, or 6 A designee, if you are any other type of organization Knowledge of an "occurrence," claim or "suit" by the agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an officer or designee shall have �eceived notice from Rs agent, senrant or "employee" 12. BODILY INJURY ' Paragraph 3. of the definit�on of "bodily 1n�ury" �n the Section V- Definrtions is replaced by the following 3. "Bodily �n�ury" means bodily in�ury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time CG 8416 12 03 Inciudes copyngMed matenal oi ISO Properties, Inc , vnth ds permission Page 7 of 9 E 606 00 13. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the nght to recover our payments from anyone liable for an in�ury covered by this policy We will not enforce our nght against any person or organization for whom you pertorm work under a wntten contract that requires you to obtam this agreement from us This agreement shall not operate directly or indirectiy to benefd anyone not named in the agreement 14. MEDICAL PAYMENTS If Coverage C Medical Payments is not otherwise exduded, the Medical Expense limd provided by this pol�cy shall be the g�eate� of A. $10,000, or B. The amount shown in the Declarations 15. BROAD NAMED INSURED Paragraph 2.a,(1)(d) of Section II - Who Is An Insured is replaced by the follownng (d) Ansmg out of h�s or her providing or fading to provide professional health care services However, this exclusion does not apply to nurses, emergency med�cal techniGans or paramedics who are employed by you to provide med�cal or paramedicai services to your employees 16. BROADENED MOBILE EQUIPMENT Paragraph 12.f.(1) of Section V- Definitions is replaced by the folloHnng (1) Eqwpment designed pnmanly for (a) snow removal, (b) Road mairrtenance, but not construction or resurtac�ng, or (c) Street clearnng provided that veh�cles have a Gross Vehicle Weight of 1,000 pounds or greater, 17. INCIDENTAL MALPRACTICE LIABILITY Paragraph 3. of Section V- Definitions is replaced by the following 3"Bodily m�ury" means boddy in�ury, sickness, disease or "inGdental medical malpractice" sustained by a person, mcluding mentai anguish or death resultmg from any of these at any time The follo�nnng �s added to Section V- Definrtions 23. "incidental medical malpractice" means in�ury ansing out of the negligent rendenng or fadure to render medical or paramed�cal serv�ces to persons by any phys�cian, dentist, nurse, emengency medical techrnGan or paramedic who is employed by you to provide such services to your empioyees, prov�ded you are not engaged m the bus�ness or occupation of providmg any services referred to in th�s definition 78. NON-OWNED AIRCRAFT The folloHnng is added to Subparagraph g, of 2, Exclusions of Section 1- Coverage A Boddy Injury And Property Damage Liability: (6) An aircraft wnth a paid crew, that is hired, chartered or loaned but �s not owned by any msured CG 8416 12 03 Includes copynghted matenal of ISO Properties, inc , with ds permission Page 8 of 9 E 60T 00 ' , . 19.PROPERTY DAMAGE-ELEVATORS The follov�nng is added to Subparagraph j. of 2,, Exclusions of Section I- Coverage A Bodily Injury And Property Damage Liability: Paragraphs (3) and (4) of th�s exclusion do not apply to damages that result from the use of elevators All other teRns and cond�t�ons of your policy remain unchanged CG 8416 12 03 Includes copynghted mate�ial of ISO Properties Inc , wdh �ts permission Page 9 Of 9 E 608 00 ' ' , , ' ' , 1 � 1 ' � ' �� ' , STATE OF COUNTY OF CONTRACT CERTIFICATE (if Partnership) ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 2013, the following resolution was duly passed and adopted "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the CONTRACT dated , 2013, by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership " I further certdy that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 (SEAL) , C�ry of Bremerton Washington Avenue Sewer Improvements Contract Documen[s CF-7 Partner 236-1896-113 (Ol/04) November 2013 Con[ract Cert�ficate (if Partnership) ' ❑ � ❑ THIS PAGE LEFT INTENTIONALLY BLANK L_�� ' � � � � � � �1 � � J � L�J City of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents CF-8 236-1896-113 (Ol/04) � November 2013 Contract Certificate (�f Parinersh�p) ' , , , STATE OF ' COUNTY OF ' � ' , ll , � � � , , � � CONTRACT CERTIFICATE (if Joint Venture) ) ) SS ) I HEREBY CERTIFY that a meeting of the Prmcipals of the a �oint venture existing under the laws of the State of , held on , 2013, the following resolution was duly passed and adopted "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the CONTRACT dated , 2013, by and befinreen this Joint Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture " I further certify that said resolution is now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 (SEAL) � C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents CF-9 Managmg Partner 236-1896-113 (Ol/04) November 2013 Contract Cert�ficate (�f Joint Venture) ' ❑ ' ' THIS PAGE LEFT INTENTIONALLY BLANK , �� Ir�� I1 ' , , C�ry of Bremerton Washington Avenue Sewer Improvements Con[rac[ Documents CF-10 236-1896-113 (01/04) � November 2013 Contract Cert�ficate (►f Joint Venture) ' � ' ' ' , ' , , � ' CONTRACT CERTIFICATE (if limited liability company) STATE OF ) ) SS COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liabdity Company existmg under the laws of the State of , held on , 2013, the followmg resolution was duly passed and adopted "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the CONTRACT dated , 2013, to the City of Bremerton by this Limited Liabdity Company and that their execution thereof shall be the official act and deed of this Limited Liabdity Company " , I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 1 ' l_J 1 ' ' � 2013 A Limited Liabihty Company By Member BY, Member (SEAL) City of Bremerton - Washington Avenue Sewer Improvements CF-11 Contract Documents 236-1896-113 (O7/04) November 2013 CONTRACT CERTIFICATE (�f I�m�ted liabd�ty company) � �1 1 �-1 THIS PAGE LEFT INTENTIONALLY BLAN6( ' '� � ' � ' � � � 8 1 1 1 1 C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents CF-12 236-1896-113 (Ol/04) � November 2013 CONTR,4CT CERTIFICATE (if hmrted bab�6ty company) 1 u , , � ' PERFORMANCE BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of ' dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �omtly and severally, firmly by these presents � LJ THE CONDITIONS OF THIS OBLiGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, WASHINGTON AVENUE SEWER IMPROVEMENTS", now, therefore, ' In the event CONTRACTOR fads to timely or properly perform any of the requirements of the Contract Documents at the times and in the manner contained therem, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER , m excess of the Contract amount due to the CONTRACTOR'S fadure to comply with any contract or permit conditions or other applicable laws and regulations ' � �, ' � � � � ' The Surety agrees that withm 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either 1 Notify the OWNER in wnting of its intent to cure the default itself within a reasonable penod of time acceptable to the OWNER The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 2 Tender to the OWNER the demanded sum, up to the amount of the bond However, if the amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER wdl return, without interest, any overpayment to the Surety PROVIDED, that any alterations m the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any eutensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obligation of the Surety shall include reimbursing the City for all costs and expenses, , (mcluding, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER m enforcing the provisions of this Bond � City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-13 November 2013 Contract Documents Pe�formance Bond ' PER�ORMANCE BOND (Page 2 of 2) The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the pro�ect by the City, and untd the bond is released in wnting by the OWNER at the wntten request of the Surety or CONTRACTOR IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20_ (SEAL) (CONTRACTOR) (SEAL) (Surety) By By (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETI� Address of Surety to which all notices shall be sent Address of Surety for service of process (must be a physical address) 0 City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements CF-14 November 2013 Contract Documents Performance Bond � � � � ' ' , � ' ' � � ' � 1 � � ' � PAYMENT BOND (Page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," m the sum of dollars, for the payment of which sum, well and truly to be made, we bmd ourselves, our heirs, executors, admirnstrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilit�es, Bremerton, Washington, WASHINGTON AVENUE SEWER IMPROVEMENTS", now, therefore, If said CONTRACTOR, or subcontractor, fads to pay for any matenals, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety wdl pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a nght of action to them or their assigns in any suit brought upon this bond PROVIDED, that any alterations in the WORK to be done or the materials to be fumished, or changes m the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not m any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond C►ty of Bremerton 236-1896-113 (Ol/04) Wash►ngton Avenue Sewer Improvements CF-15 November 2013 Contract Documents Payment Bond ' PAYMENT BOND (Page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seals this of , 2013 (CONTRACTOR) (Surety) By By (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURET'Y) Address of Surety to which all notices shall be sent Address of Surety for service of process (must be a physical address) END OF CONTRACT FORMS day C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements CF-16 November 2013 Contract Documents Payment Bond 1 1 0 � 1 PART II ' AMENDMENTS TO THE STANDARD SPECIFICATIONS 1 ' , ' ' � � ' ' ' ' � ' THIS PAGE LEFT INTENTIONALLY BLANK � 1 , INTRODUCTION The following Amendments and Special Provisions shall be used in con�unction with the 2012 Standard Specifications for Road, 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 followmg 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 pro�ect Section 1-01, Definition and Terms August 5, 2013 1-01.2(2) Items of Work and Units of Measurement The following abbreviation in this section is deleted ATB Asphalt Treated Base 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 pro�ects with Contractmg Agency subsurface mvestigations, 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 The bottom of the block supportmg the girder, or Arch skewback and construction �oints at the top of vertical abutment members or ngid frame piers �3 ' ' , ' � Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following cnteria 1 2 From the face of end diaphragm abuttmg the bridge approach embankment for end piers without expansion �oints, or From the end pier expansion �oint for bridges with end pier expansion �oints 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 AMENDMENTS TO THE 2012 STANDARD SPECIFtCATIONS BOOK Page 1 ' Revised 8/27/13 The Superstructure also includes th� girders, expansion �omts, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate urnt measured or lump sum bid items Superstructures do not include endwalls, wingwalls, barner and rading attached to the wingwalls, and cantdever barriers and radings unless supported by the Superstructure Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first finro 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, sod sample test data, and geotechrncal recommendations reports obtained by the Contracting Agency will be made avadable 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 Sectson 1-03, Award and Execution of Contract April 2, 2012 1-03.1(1) Tied Bids This section's title is revised to read r, 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 mirnmum, the Prime Contractor's Pro�ect Manager, or equivalent, the Prime Contractor's Pro�ect Superintendent, the Erosion and Sediment Control (ESC) Lead and the Tra�c Control Supervisor Section 1-06, Control of Material August 5, 2013 1-06.1(3) Aggregate Source Approval (ASA) Database The last paragraph is revised to read the following two new paragraphs Aggregate matenals that are not approved for use in the ASA database may be sampled and tested by the Agency, for a specified use on a pro�ect, from the source or from a processed stockpde of the material and all cost for the sampling and testing wdl be deducted from the Contract The Contractor agrees to authorize the Pro�ect Engmeer to deduct the sampling and testing costs from any money due or coming due to the Contractor AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 2 Revised 8/27/13 � ' ' � ' ' � ' , , I� ' I � i� �� ' ' �I 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 • Bndge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical) • Cantdever Sign Structures and Sign Bridges • Epoxy-Coated Reinforcing Steel • Metal Bridge Rading and Handrad • Modular Expansion Joints • Painted Pding 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 Sarntary 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 Walis, and Wall Stem Panels • Precast Concrete Retaining Walls, includmg Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components • Prestressed Concrete Pdes • Seismic Retrofit Earthquake Restrainers • Soldier Pdes • Steel Bridges and Steel Bndge Components • Steel Column Jackets • Structural Steel for Ferry Terminals, including items such as Dolphins, Wmgwalls, 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 day 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 wdl be assessed for each additional inspector Reimbursement will be assessed at $280 00 per day for weekends and holidays for each on site inspector m travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 3 , Revised 8/27/13 Section 1-07, Legal Relations and Responsibilities to the Public April 1, 2013 1-07.1 Laws to be Observed The following finro 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 �s revised to read Notices and posters shall be placed in areas readdy accessible to read by employees The Contractor shall ensure the following are posted 1 2 3 4 EEOC - P/E-1 (revised 11/09) - Equal Employment Opportunity is THE LAW published by US Department of Labor Post for pro�ects with federal-aid funding FHWA-1022 (revised 11/11) - NOTICE Federal-Aid Pro�ect published by Federal Highway Administration (FHWA) Post for pro�ects with federal-aid fundmg WH 1321 (revised 04/09) - Employee Rights under the Davis-Bacon Act published by US Department of Labor Post for pro�ects with federal-aid fundmg WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act published by US Department of Labor Post on all pro�ects 5 WHD - 1420 (revised 01/09) - Employee Rights and Responsibdities under The e Family and Medical Leave Act published by US Department Of Labor Post on all pro�ects 6 7 8 9 WHD-1462 (revised 01/12) — Employee Polygraph Protection Act published by US Department of Labor Post on all pro�ects F416-081-909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries Post on all pro�ects F242-191-909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries Post on all pro�ects 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 pro�ects 10 EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington State Employee Security Department Post on all pro�ects 11 Post one copy of the approved "Statement of Intent to Pay Prevading 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 prevailmg wage rates for the pro�ect AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 4 Revised 8/27/13 ' , ' ,�� 1-07.9(5) Required Documents Item number 2 in the first paragraph is revised to read 2 A copy of an approved "Affidavit of Prevading Wages Paid", State L8�1's form number F700-007-000 The Contracting Agency wdl not grant Completion untd all approved Affidavit of Wages paid for Contractor and all Subcontractors have been received by the Pro�ect Engineer The Contractmg Agency wdl not release to the Contractor any funds retamed under RCW 60 28 011 untd all of the "Affidavit of Prevading Wages Paid" forms have been approved by State L&I and a copy of all the approved forms have been submitted to the Engineer 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 mdemnitee or the mdemnitee'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 � ' , ' 1-07.15 Temporary Water PollutionlErosion Control The third paragraph is deleted Section 1-08, Prosecution and Progress April 1, 2013 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 Total float belongs to the pro�ect and shall not be for the exclusive benefit of any party ' ' ' �I ' , a 1-08.5 Time for Completion The last paragraph in this section is supplemented with the following e Copies of the approved "Affidavit of Prevading Wages Paid" for the Contractor and all Subcontractors 1-08.7 Maintenance During Suspens�on The second paragraph is revised to read At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required m Section 1-07 23 or the Special Provisions ) This may include a temporary road, alternative pedestrian access route or detour AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 5 ' Revised 8/27/13 Section 1-09, Measurement and Payment April 1, 2013 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 ineasurement requirement 1-09.2(5) Measurement The second sentence m the first paragraph is revised to read The frequency of verification checks will be such that at least one test weekly is performed for each scale used m weighing contract items of Work 1-09.6 Force Account In item No 3. For Equipment, the last sentence in the third sub-paragraph is revised to read In the event that prior quotations are not obtained and the vendor is a firm mdependent from the Contractor or Subcontractor, then after-the-fact quotations may be obtained by the Engmeer from the open market m the vicinity and the lowest such quotation may be used in place of submitted invoice Section 3-01, Production From Quarry and Pit Sites August 5, 2013 3-01.1 Description In the first paragraph, "asphalt treated base" is deleted Section 3-04, Acceptance of Aggregate �►ugust 5, 2013 3-04.3(7)D4 An Entire Lot The last sentence is deleted 3 Price Adjustments for Qualsty of Aggregate The calculation m the first paragraph is revised to read Aggregate Compliance Price Ad�ustment =(Composite Pay Factor — 1 00) (quantity of material) (unit bid price or Contingent Unit Pnce as shown m Table 1, whichever is higher ) - 3-04.5 Payment In the second paragraph, the reference "Section 3-04 3(6)C " is revised to read "Section 3-04 3(8)" In Table 1, the top finro rows are revised to read the following three new rows AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 6 Revised 8/27/13 C� ' ' ' � L ' In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read 9 14(4) Gravel Borrow for Structural Earth Walls 4000 2000 $30 $60 The footnotes below the Table 1 are revised to read 1 Based on 1000 CY of Concrete 2 Price ad�ustment only applies to the actual quantity of aggregate used in the concrete 3 Contingent unit price per S Y is $0 30 In Table 2, the first row is revised to read 9-03 1 Concrete Aggregate (all concrete aggregate -including Z 2 2 10 20 pavement) In Table 2, the row containmg the �tem "Gravel Backfill for Foundations Class A" is revised to read � 9-03 12(1)A Gravel Backf'�ll for Foundahons Class A 1 ' � ' � � ' ' , ' ' In Table 2, the row contairnng the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read 9-03 14 (4) Gravel Borrow for I 2 I 2 I 5 I 5 I 5 I 10 Structural Earth Walls Item 1 in the footnotes below Table 2 is revised to read 1 For Aggregate, the nominal maximum size sieve is the largest standard sieve opening listed m the applicable specification upon which more than 1-percent of the material by weight is permitted to be retained For concrete aggregate, the nominal maximum size sieve is the smallest standard sieve opening through which the entire amount of aggregate is permitted to pass The footnotes below the Table 2 are supplemented with the following 3 Use the pnce ad�ustment factors for the material that is actually used 4 Resistivity 10, pH 10, Chlorides 5, and Sulfates 5 Section 4-06, Asphalt Treated Base August 5, 2013 This section mcluding title is deleted m its entirety and replaced with the following Vacant AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 7 Rewsed 8/27/13 Section 5-01, Cement Concrete Pavement Rehabilitat�on August 5, 2013 5-01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read The lower Specification limit for compressive strength shall be 4,000-psi The last finro sentences in the third paragraph are deleted 5-01.3(4) Replace Portland Cement Concrete Panel This section is supplemented with the following Replacement panels that crack shall be repaired as specified in Section 5-05 3(22) at no cost to the Contracting Agency Epoxy-coated dowel bars meetmg the requirements of Section 9- 07 5(1) may be substituted for the corrosion resistant dowel bars specified 5-01.3(6) Dowel Bar Retro�t The second sentence in the ninth paragraph is revised to read The foam msert shall fit tightly around the dowel and to the bottom and edges of the slot and extend to the top of the existing pavement surface 5-01.3(11) Concrete Slurry This section including title is revised to read 5-01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grmding residue shall be removed from the pavement surface on a continual basis immediately behind the grindmg or cutting operations Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2-03 3(7)C Openmg to traffic shall meet the requirements of Section 5-05 3(17) Section 5-02, Bituminous Surface Treatment August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt" 5-02.1(1) New Construction This section is revised to read This method of treatment requires two applications of emulsified asphalt and three applications of aggregate The first application of emulsified asphalt is applied to an untreated Roadway that is followed with an application of aggregate The second application of emulsified asphalt is followed with finro additional applications of aggregate AMENDMENTS TO THE 2012 STANDARp SPECIFICATIONS BOOK Page 8 Rewsed 8/27/13 � , ' �' ' , ' , 5-02.1(2) Seal Coats This section is revised to read This method requires the placmg of one application of emulsified asphalt and one or more sizes of aggregate as specified to an existing pavement to seal and re�uvenate the surface and to produce a uniform Roadway surface with acceptable nonskid characteristics 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 The second and fourth paragraphs (after implementing the preceding Amendment) are deleted 5-02.3(1) Equipment The second sentence in the second paragraph is revised to read A temperature measuring device shall be capable of reporting the temperature of emulsified asphalt in the tank 5-02.3(2)A New Construction The fourth and fifth paragraphs are revised to read Immediately before the first application of emulsified asphalt, the Roadway surface shall be m , the following condition firm and unyielding, damp, free from irregularities and matenal segregation, and true to line, grade, and cross-section 1 � ' � � ' ' ' � ' No traffic will be allowed on the prepared surFace untd the first application of emulsified asphalt and aggregate has been completed 5-02.3(3) Application of Asphalt and Aggregate The table "Application Rate" is revised to read , _ � �__ �= �� e r �3�� '�s� ; - < - ;E ��,� °�' = 3 � - =�_ Y� _ � `ApPlicationWRate ��, ; ` u�� `° � ��n� a � � �. r q a � � � � . .r ;� � , � - t "�`�> � a � � z.. � � *� ` 7 � a � �; =` _ � � _ '�" ��_ � � �' � ��_�� ; _ �' ' ? � ' �� Undiluted Emulsified ¢ � ' F ° �� _ �� ° � �� _ � � , y �_� -, �x A � � � ', _ � � :�� , Asphalt � s `�� , � F � � � �� - � Aggregate _ ' ;� ; ,�� ,, - _ � �� ,� � � �' � - , � � � � (9a per ,sq. ycl.) � ° �x � `� - � � � �°= � � � � ' �Ap,plicatiQn�Rate � � , �- � _ ; ` `� ° _ z � � �� ` �' ` _ `jApplied -� � �;� " �, Aggregate Siie s '(Ibs. per� sq: yd:)�n�� i_ ' = �� ? � �� "� , _ �� " ` �'�� " � � �- �r� ' �� < - r - � �� ,� New Construction ��`�� - _� � , �� _ ��- ,� `� �� _ r ��= ��n =� First 0 35-0 65 '/2 inch- No 4 25-45 Application or �/ inch-'/Z inch Appl cat on 0 35-0 60 '/2 inch- No 4 25-40 Choke Stone N/A l No 4- 0 4-6 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 9 ' Revised 8/27/13 The table "Pavement Sealing" is deleted The second paragraph is revised to read The Pro�ect Engineer wdl determine the application rates The second application of emulsified asphalt shall be applied the next day, or as approved by the Pro�ect Engmeer The second to last paragraph is revised to read Before application of the fog seal, all surFaces shall be thoroughly cleaned of dust, sod, pavement grindings, and other foreign matter The fog seal emulsified asphalt shall be CSS-1 or CSS-1 h diluted with water at a rate of one part water to one part emulsified asphalt unless otherwise approved by the Pro�ect Engineer The fog seal shall be uniformly applied to the pavement at a diluted rate of 0 10 — 0 18 gal/sy The finished application shall be free of streaks and bare spots 5-02.3(5) Application of Aggregates The sixth paragraph is revised to read The Contractor shall apply choke stone to the Roadway with additional spreading equipment immediately following the irntial rollmg of the coarse aggregate unless otherwise specified in the Contract documents or spec�fied by the Pro�ect Engineer Excess aggregate shall be removed from the Roadway A minimum of one pass with a pneumatic roller shall be made across the entire width of the applied choke stone 5-02.3(7) Patching and Correction of Defects The last sentence in the last paragraph is revised to read The CSS-1 or CSS-1 h emulsified asphalt may be diluted with water at a rate of one part water to one part emulsified asphalt unless otherwise specified by the Pro�ect Engineer AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 10 Revised 8/27/13 ' � ' LJ � 5-02.5 Payment The first sentence in the second paragraph is revised to read The unit Contract price per mile for "Processmg and Finishing" shall be full pay for all cost to perform the specified work including, blading, scarifymg, processing, leveling, finishing, and the manipulation of aggregates as required The third paragraph is revised to read "Emulsified Asphalt (�", per ton The fourth paragraph is revised to read The unit Contract price per ton for "Emulsified Asphalt (_," shall be full pay for all costs ' to perform the specified Work including furnishing, heating, hauling, and spreading the emulsified asphalt on the Roadway 1 ' The sixth paragraph is revised to read The unit Contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs to perForm the specified Work for the fog seal The eighth paragraph is revised to read ' The unit Contract price per cubic yard for "Aggregate from Stockpde for BST" shall be full pay for all costs to perform the spec�fied Work including loading, transporting, and placmg the material in the finished Work ' The eleventh paragraph is revised to read The unit Contract pnce per cubic yard or per ton for "Furnishing and Placmg Crushed t (� shall be full pay for costs to perform the specified Work including furnishing, transporting, and placing the matenal in the firnshed Work -' � ' , � lJ ' ' The thirteenth paragraph is revised to read The unit Contract price per hour for "Additional Brooming" shall be full pay for all costs to perform the specified Work including rebrooming the Roadway Section 5-04, Hot Mix Asphalt April 1, 2013 5-04.2 Materials The following material reference is deleted from this section Blending Sand 9-03 8(4) The fourth paragraph is revised to read The grade of asphalt bmder shall be as required by the Contract Blending of asphalt binder from different sources is not permitted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 11 ' Revised 8/27/13 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 ant�-stripping additive is compatible with the crude source and formulation of asphalt binder proposed m 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 Vacant 5-04.3(11)D General The last sentence in the first paragraph is deleted 5-04.3(12)A Transverse Joints In the second paragraph "planning" is revised to read "planmg" 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 WSDOT mix design/anti-strip evaluation report provided by the Contractmg Agency For HMA accepted by commercial evaluation the Pro�ect Engineer will determme the amount of anti-strip to be added, pavmg shall not begin before the anti-strip requirements have been provided to the Contractor 5-04.4 Measurement The first sentence in the first paragraph is revised to read HMA CI PG , HMA for CI PG _, and Commerc�al HMA wdl be measured by the ton in accordance with Section 1-09 2, with no deduction being made for the weight of asphalt binder, mineral fdler, or any other component ofthe mixture The last paragraph is deleted 5-04.5 Payment The bid item "Longitudinal Joint Density Pnce Ad�ustmenY', by calculation and paragraph following bid item are deleted Section 5-05, Cement Concrete Pavement August 5, 2013 5-05.3(1) Concrete Mix Design for Paving The title in the table titled "Portland Cement Concrete Batch Volumes" is revised to read Portland Cement Concrete Batch Wei hts, er cubic ard of Concrete AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 12 Revised 8/27/13 � � ' ' , , � �� , � ' � , ' ' � ' � ' 5-05.3(6) Subgrade The last paragraph in this section is deleted Section 6-02, Concrete Structures January 7, 2013 6-02.3(2) Proportioning Materials The Lean Concrete value m the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read ****145 The followmg new note is inserted after the note """* No maximum specified" in the table titled "Cementitious Requirement for Concrete" "***Maximum of 200 pounds The paragraph following the table "Cementitious Requirements for Concrete" is revised to read When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete 6-02.3(2)B Commercial Concrete The second paragraph is revised to read Where concrete Class 3000 is specified for items such as,° culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6-02 3(5)C shall apply 6-02.3(2)D Lean Concrete This section is revised to read Lean concrete shall meet the cementitious requirements of Section 6-02 3(2) and have a maximum water/cement ratio of 2 6 Qualification of Concrete Suppliers The first paragraph is revised to read Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association (NRMCA) Information concerning NRMCA certification may be obtained from the NRMCA at 900 Sprmg Street, Sdver Sprmgs, MD 20910 or online at www nrmca org The NRMCA certification shall be valid for a 2-year period from the date of certificate The following documentation shall be submitted to the Pro�ect Engmeer, a copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) (WSDOT Form 350-040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 13 ' Revised 8/27/13 6-02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Control The last sentence in the second paragraph is revised to read Samplmg shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected in accordance with WSDOT TM 716 6-02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following Surface preparation 2 Application methods 3 Requirements for concrete curing prior to sealer application � �� 4 5 Temperature, humidity and precipitation limitations for application ` Rate of application and number of coats to apply The Contractor shall not begm applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface firnsh (except that concrete barrier surFaces shall be finished in accordance with Section 6- 02 3(11)A) The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approval of that batch by the Engmeer The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions The final appearance shall be even and uniform without blotchiness, streaking or uneven color Surface firnshes deemed unacceptable by the Engmeer shall be re-coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency For concrete surFaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans 6-02.3(16) Plans for Falsework and Formwork Item No 4 in the seventh paragraph is revised to read 4 Conditions required by other Sections of 6-02 3(17), Falsework and Formwork Item's No 5, 6, 7, and 8 in the seventh paragraph are deleted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 14 Revised 8/27/13 � � �J ' , The followmg paragraph is mserted after the seventh paragraph Plan approval can be done by the Pro�ect Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided Concrete placement rate is 4 feet per hour or less E 3 Facing is �/-inch plywood with grades as specified per Section 6-02 3(17)I Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches 4 Walers with 3,000 pound safe working load ties spaced at 24 inches are finro 2 by 4's spaced at 24 inches ' 6-02.3(17)F Bracing In the first paragraph, the phrase "per Section 6-02 3(17)I" is revised to read "in accordance with Section 6-02 3(17)I" ' � , This section is supplemented with the following new sub-section 6-02.3(17)F5 Temporary Bracmg for Br�dge Girders Durmg Diaphragm and Br�dge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion m the girders caused by the placmg of precast concrete deck panels and concrete for the bridge deck Bracing shall be designed and detailed by the Contractor and shall be shown in the � falsework/formwork plans submitted to the Engineer for approval These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans The Contractor shall account for the added load from concrete � finishing machines and other construction loadings in the design of the bracing � , ' ' Falsework support brackets and braces shall not be welded to structural steel bndge members or to steel reinforcing bars 6 Temporary Bracing for Bridge Girders This section including title �s revised to read 6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-03 3(7)A Prestressed concrete girders shall be braced sequentially during girder erection The bracing shall be designed and detaded by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval The Contractor shall furnish, install, and remove the bracing at no additional cost to the Contracting Agency � At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation This bracing shall be placed prior to the release of each girder from the erection equipment If the bridge is constructed with cast-in-place concrete diaphragms, the , bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 15 ' Rewsed 8/27/13 6-02.3(17)H Formwork Accessories The first paragraph is deleted and replaced with the following finro new paragraphs Formwork accessories such as form ties, form anchors, form hangers, anchoring mserts, and simdar hardware shall be specifically identified m the formwork plans mclud�ng the name and size of the hardware, manufacturer, safe working load, and factor of safety The grade of steel shall also be mdicated for threaded rods, cod rods, and simdar hardware Wire form ties shall not be used Welding or clampmg formwork accessories to Contract Plan reinforcing steel will not be allowed Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used Field drdlmg of holes in prestressed girders is not allowed Taper ties may be used provided the following conditions are met The structure is not designed to resist water pressure (pontoons, floatmg dolphins, detention vaults, etc ) 2 After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete The plug shall be installed a minimum of 1'/Z° clear from the face of concrete 3 4 After the plug is installed, the hole shall be cleaned of all grease, contammation and foreign matter Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete 6-02.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read The girders shall be braced in accordance with Sections 6-02 3(17)F4 and 6-02 3(17)F5 6-02.3(26)E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read The Contractor shall test each completed duct assembly for leak tightness after placing concrete but prior to placing post tensionmg remforcement The second paragraph is revised to read Prior to testing, all grout caps shall be installed and all vents, grout in�ection ports, and drains shall either be capped or have their shut-off valves closed The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi This pressure shall be held for five minutes to allow for mternal adJustments within the assembly After five minutes, the air supply valve shall be closed The Contractor shall morntor and measure the pressure maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute followmg the closure of the air supply valve The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer The repaired system shall then be retested The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 16 Revised 8/27/13 1 ' ' � � ' ' , � , ' ' 1 � Section 6-03, Steel Structures August 5, 2013 6-03.3(7jA Erection Methods The following new paragraph is inserted after the second paragraph The Contractor may submit for approval the use of an engineered and fabricated lifting bracket bolted to the girder top flanges providing the following requirements are satisfied 1 2 3 The lifting bracket shall be engineered and supporting calculations shall be submitted with the erection plan, The calculations shall include critical stresses in the girder mcluding local stresses in the flanges at lifting bracket locations, The calculations shall include computation of the lifting bracket and associated bolt hole locations and the expected orientation of the girder during picking operation, 4 The liftmg bracket shall be load tested and certified for a load at least 2 times the working load and at all angles it will be used (angle of load or rigging) Certification documentation from a previous pro�ect may be submitted for approval, 5 Bolt holes m girders added for the lifting bracket connections shall be shown in the shop plans and shall be drilled in the shop Field drilling of bolt holes for lifting brackets wdl not be permitted, 6 Bolt holes m girder top flanges shall be filled with high strength bolts after erection in accordance with Section 6-02 3(17)K � The last sentence m the fourth paragraph (after implementing the preceding Amendment) is revised to read The plan, including lifting bracket working drawings and calculations, shall be prepared by (or under the direct supervision ofl a Professional Engineer, licensed under Title 18 RCW, State of Washmgton, in the branch of Civil or Structural, and shall carry the engineer's seal and signature, in accordance with Section 6-02 3(16) 6-03.3(13) Fabricating Tension Members Item number 2 is revised to read 2 Fabricated from plate stock with the primary rolling direction of the stock parallel to the length of the member, or as shown in the Plans ' 6-03.3(28)A Method of Shop Assembly The first sentence m Item 2 C is revised to read ' For Trusses and Girders —After the first stage has been completed, each subsequent stage shall be assembled to include at least one truss panel or girder shop section of the previous stage and finro or more truss panels or girder shop sections added at the advancing end � �� AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 17 1 Revised 8/27/13 � 6-03.3(32) Assembling and Bolting The first sentence in the fourth paragraph is revised to read To complete a �oint followmg one of the methods listed above, the Contractor shall fill all remaining holes of the field connection or splice place with bolts and tighten to snug-tight The following two new paragraphs are mserted after the fourth paragraph The Contractor shall complete the �oint or connection within ten calendar days of installing the first bolt or within a duration approved by the Engineer Any bolts inserted in an incomplete connection, either loose or tightened snug-tight, which exceed the specified duration for compfeting the connection, shall be sub�ect to the followmg requirements Three assemblies for each size and length shall be removed from connection(s) that are to be tensioned Rotational capacity tests shall be performed on the removed assemblies to demonstrate the assembly has sufficient lubricant to be tensioned satisfactordy � ' � � ' 2 Five assemblies shall be removed from the connection to establish the inspection ' torque 3 {n the case of tens�on controlled boits, three assembiies shall be removed and tested in accordance with Section 6-03 3(33)A to verrFy the mirnmum specified tension can be achieved prior to shearing of the spime Assemblies removed for the purpose of rotational capacity testing, determination of the inspection torques, or verification of tension controlled bolt performance shall be replaced with new bolts at no additional expense to the Contracting Agency To minimize the number of removed assemblies, the Contractor may combine rotational capacity testing and inspection torque determination as approved by the Engineer 6-03.3(33) Bolted Connections The fourth paragraph is revised to read All bolted connections are slip critical Painted structures reqwre either Type 1 or Type 3 bolts Unpainted structures require Type 3 bolts Bolts shall not be galvanized unless specified in the Contract documents AASHTO M 253 bolts shall not be galvarnzed and shall not be used in contact with galvanized metal In the tenth paragraph, the first paragraph of Item number 3 is revised to read 3 Twist Off Type Tension Control Structural BoldNut/Washer Assembly Method (Tension Control Bolt Assembly) - Tension control bolt assemblies shall �nclude the bolt, nut, and washer(s) packaged and shipped as a single assembly Unless otherwise approved by the Engmeer, tension control bolt assembly components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852 If approved by the Engineer, the tension control bolt assembly components may be mterchanged within the same component lot for girder web splices or other locations where access to both sides of the connection is restricted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 78 Rev�sed 8/27/13 , ' ' ' ' , � 6-03.3(33)A Pre-Erection Testing The following new paragraph is inserted after the fourth paragraph Three finnst off-type tension controlled bolt assemblies, per assembly lot, shall be tested m a bolt tension calibrator The bolts shall first be tensioned to a snug tight condition Tensioning shall then be completed by tightening the assembly nut in a continuous operation using a spline drive installation tool untd the spline shears from the bolt The bolt assembly tension shall meet the requirements of Table 1 If any specimen fads, the assembly lot is re�ected 6-03.3(33)B Bolting Inspection The first paragraph is revised to read The Contractor, in the presence of the Pro�ect Engmeer, shall inspect the tightened bolt usmg a calibrated inspection torque wrench, regardless of bolting method The Contractor shall supply the inspection torque wrench Inspection shall be performed within seven calendar days from the completion of each bolted connection or as approved by the Pro�ect Engineer 6 Setting and Grouting Masonry Plates Item number 2 in the second paragraph is revised to read 2 Place steel shims under the masonry plates to position pin centers or bearings to line and , grade and in relationship to each other Steel shims shall be the size and be placed at the locations shown in the Plans, ' 6-03.3(39) Swinging the Span The second and third paragraphs are revised to read ' After the falsework is released (spans swung free), the masonry plates, shoes, and keeper plates are grouted, and before any load is applied, the Contractor (or the Engmeer if the Contractmg Agency is responsible for surveying) shall survey elevations at the tenth pomts ' along the centerline on top of all girders and floorbeams The Contractor shall calculate the theoretical top of girder or floorbeam flange elevations and compare the calculated elevations to the surveyed elevations The theoretical pad or haunch depth shown in the Plans shall be , increased or decreased by the diiference befinreen the theoretical and surveyed top of girder or floorbeam elevations The soffit (deck formwork) shall be set based on the Plan bridge deck thickness and the ad�usted pad or haunch depth � � , , ' , The Contractor shall submit all survey data and calculations to the Engineer for review ten working days prior to placing any load, beyond the maximum five pounds per square foot of form weight allowed, on the Structure Section 6-05, Piling August 6, 2012 6-05.5 Payment The paragraph following the bid item, "Driving St Pile", per each is revised to read The unit Contract price per each for "Driving (type) Pile L�" shall be full pay for driving the pile to the ultimate bearing and/or penetration specified AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 19 ' Revised 8/27/13 Section 6-06, Bridge Railings August 6, 2012 6-06.3(2) Metal Railings The third paragraph is revised to read Anchor bolts shall be positioned with a template to ensure that bolts match the hole spacing of the bottom channels or anchorage plates Section 6-07, Painting August 5, 2013 6-07.3(9)A Paint System The first sentence in the second paragraph is revised to read All paint coating components of the selected pamt system shall be produced by the same manufacturer 6-07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read All paint coating components of the selected paint system shall be produced by the same manufacturer 6-07.3(10)N Field Coating Application Methods The first sentence is revised to read The Contractor shall apply paint materials in accordance with the manufacturer's recommendations by air or airless spray, brush, roller, or any combination of these methods unless otherwise specified The third sentence is revised to read The Contractor shall use brushes to apply the stripe coat, to ensure complete coverage around structural geometric irregularities, and to push the paint mto gaps between existing steel surfaces and around rivets and bolts 6-07.3(10)O Applying Field Coatings The first sentence in the sixth paragraph is revised to read All steel surfaces cleaned to bare metal by abrasive blast cleaning shall receive the primer coat within the same working day as the cleaning to bare metal and before any rust begms to form 6-07.5 Payment The third paragraph is revised to read The lump sum Contract price for "Clearnng and Pamting - " shall be full pay for the Work as specified, includmg developing all submittals, arrangmg for and accommodating contact and on-site attendance by the paint manufacturer's technical representative, furnishing and placing all necessary staging and rigging, furnishing, operating and moormg barges, furrnshing AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 20 Rewsed 8/27/13 , C Ll ' and operatmg fixed and movable work platforms, accommodatmg Contracting Agency inspection access, conducting the Contractor's quality control inspection program, providing material, labor, tools, and equipment, furnishmg containers for containment waste, collect�ng and storing containment waste, collecting, storing, testmg, and disposing of all containment waste not conforming to the defirntion in Section 6-07 3(10)F, performing all clearnng and preparation of surfaces to be painted, applying all coats of pamt and sealant, correcting coating deficiencies, completing coating repairs, and completing pro�ect site cleanup The first sentence in the fourth paragraph is revised to read Progress payments for "Cleaning and Painting - " will be made on a monthly basis and , wdl be based on the percentage of the total estimated area satisfactorily cleaned and coated as determined by the Pro�ect Engineer C� � Section 6-10, Concrete Barrier August 5, 2013 6-10.3 Construction Requirements This section is supplemented with the following ' Steel welded wire remforcement deformed, conformmg to Section 9-07 7, may be substituted in concrete barner in place of deformed steel bars conforming to Section 9-07 2, sub�ect to the following conditions , , ' , � ' ' � �J , Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans + 2 The minimum cross sectional area for steel welded wire remforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being subst�tuted 3 Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition 6 Placing Concrete Barriers The first and second sentences in the first paragraph are revised to read Precast concrete barrier Types 2 and 4, precast single slope barrier, and transitions shall rest on a paved foundation shaped to a uniform grade and section The foundation surface for precast concrete barrier Types 2 and 4, precast smgle slope barrier, and transitions shall meet this test for urnformity 6-10.5 Payment In the second paragraph, the bid item "Conc Class 4000" is revised to read "Conc Class 4000 " AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 21 ' Revised 8/27h 3 Section 6-12, Noise Barrier Walls August 6, 2012 6-12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft dnlling equipment being sigrnficantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-12 5 6-12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted 6-12.5 Payment This section is supplemented with the following "Removing Noise Barrier Wall Shaft Obstructions", estimated Payment for removing obstructions, as defined in Section 6-12 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each Once these cost items and their duration have been agreed upon, the payment amount wdl be determined using the rate and markup methods specified m Section 1-09 6 For the purpose of provid�ng a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor If the shaft construction equipment is idled as a result of the obstruct�on removal work and cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment wdl be added to the payment calculations If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned withm the pro�ect, then all labor costs resulting from Contractor labor agreements and establ�shed Contractor policies will be added to the payment calculations The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency withm the original time of the contract The Engmeer wdl cons�der a t�me ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contract�ng Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided in accordance with Section 1-08 3 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 22 Revised 8/27/13 ' � ' � � � � C� ' ' � ' � ' ' Section 6-13, Structural Earth Walls April 1, 2013 6-13.2 Materials In the first paragraph, the following item is mserted after the item "Aggregates for Portland Cement Concrete" Gravel Borrow for Structural Earth Walis 9-03 14(4) 6-13.4 Measurement In the second paragraph, "Backfill° is revised to read "Gravel borrow" 6-13.5 Payment In this section, the bid item "Backfill for Structural Earth Wall Incl Haul" is revised to read "Gravel Borrow for Structural Earth Wall incl Haul" Section 6-14, Geosynthetic Retaining Walls April 1, 2013 6-14.2 Materials The first paragraph is revised to read Materials shall meet the requirements of the following sections Portland Cement Aggregates for Portland Cement Concrete Sand Gravel Borrow for Structural Earth Wall Polyurethane Sealant Closed Cell Foam Backer Rod Anchor Rods and Associated Nuts, Washers, and Couplers Remforcing Steel Wire Mesh for Concrete Reinforcement G rout Construction Geosynthetic 9-01 9-03 1 9-03 13(1) 9-03 14(4) 9-04 2(3) 9-04 2(3)A 9-06 5(1) 9-07 9-07 7 9-20 3(4) 9-33 6-14.4 Measurement In the second paragraph, "geosynthetic retaining wall backfill" is revised to read "structural earth wall backfdl" 6-14.5 Payment In this section, the bid item "Gravel Borrow for Geosynthetic Ret Wall Incl Haul" Is revised to read "Gravel Borrow for Structural Earth Wall incl Haul" ' ' , AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK - Page 23 ' Rewsed 8/27/13 Section 6-15, Soil Nail Walls January 2, 2012 6-15.2 Materials The referenced section for the following item is revised to read Grout 9-20 3(4) 6-15.3(3) Submittals Item f beneath item number 3 is revised to read Mix design and procedures for placing the grout 6-15.3(6) Soil Nailing This section is supplemented with the following The Contractor shall make and cure grout cubes once per day m accordance with WSDOT Test Method T 813 These samples shall be retamed by the Contractor untd all associated verification and proof testing of the sod nails has been successfully completed if the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6-16.3(3) Shaft Excavation The third sentence m the seventh paragraph is revised to read When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-16 5 6-16.5 Payment This section is supplemented with the following "Removing Soldier Pde Shaft Obstructions", estimated Payment for removing obstructions, as defined in Section 6-16 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09 6 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pde Shaft Obstructions" m the bid proposal to become a part of the total bid by the Contractor AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 24 Revised 8/27h3 1 If the shaft construction equipment is idled as a result of the obstruction removal work and ' cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment wdl be added to the payment calculations If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, then all ' labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations ' ' � ' � � , The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency withm the ongmal time of the contract The Engineer will consider a time ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided in accordance with Section 1-08 3 Section 6-17, Permanent Ground Anchors August 6, 2012 6-17.3(3) Submittals The first sentence in the sixth paragraph is revised to read The Contractor shall submit the mix design for the grout conforming to Section 9-20 3(4) and the procedures for placmg the grout to the Engineer for approval 6-17.3(7) Installing Permanent Ground Anchors The following new paragraph is inserted after the sucth paragraph � The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813 These samples shall be retained by the Contractor untd all associated venfication, performance and proof testing of the permanent ground anchors has been ' successfully completed if the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 ' � ' ' , ' 6-17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted Section 6-19, Shafts August 5, 2013 6-19.3(2) Submittal This section including title is revised to read Shaft Construction Submittals The shaft construction submittal shall be comprised of the following three components construction experience, shaft installation narrative, and shaft slurry techrncal assistance The submittal shall be submitted in a PDF format to the Pro�ect Engineer a mirnmum of 30 calendar days prior to the start of the Work AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 25 ' Rev�sed 8/27/13 6-19.3(2)A Construct�on Experience Submittal This section's title is revised to read Construction Exper�ence The first sentence in the first paragraph is revised to read The Contractor shall submit a pro�ect reference list to the Pro�ect Engineer for verifying the successful completion by the Contractor of at least three separate foundation pro�ects with shafts of diameters and depths simdar to or larger than those shown in the Plans, and ground conditions simdar to those identified in the Contract The first sentence in the second paragraph is revised to read The Contractor shall submit a list identifying the on-site supervisors and drill rig operators potentially assigned to the pro�ect to the Pro�ect Engineer The first and second sentences in the last paragraph are deleted 6-19.3(2)B Shaft Installation Narrative Submittal This section's title is revised to read Shaft Installation Narrative The first sentence in the first paragraph is revised to read The Contractor shall submit a shaft installation narrative to the Engineer Item number 4(except the table) is revised to read 4 A slurry mix design, including all additives and their specific purpose in the slurry mix, with a discussion of its suitabdity to the ant�cipated subsurface conditions shall be submitted and include the procedures for mixing, using, and maintaining the slurry A detailed plan for quality control of the selected slurry, including tests to be performed, test methods to be used, and minimum and/or maximum property requirements wh�ch must be met to ensure the slurry functions as intended, considermg the anticipated subsurface conditions and shaft construction methods, in accordance with the slurry manufacturer's recommendations and these Special Prov�sions shall be mcluded As a mmimum, the slurry quality control plan shall include the following tests Item number 9 is revised to read (except the lettered items) 9 Reinforcing steel shop drawings with detads of reinforcement placement, mcluding bracing, centering, and lifting methods, and the method to ensure the reinforcing cage position is maintained during construction, including use of bar boots and/or rebar cage base plates, and including placement of rock backfill below the bottom of shaft elevation, provided the conditions of Section 6-19 3(5)D are satisfied The reinforcing steel shop drawings and shaft �nstallation narrative shall include, at a mmimum AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 26 Rewsed 8/27M3 � 'J ' ' , ' � � � ' , �� , , � � ' The paragraph following item number 9 n is deleted The first sentence in the paragraph following item number 9 n (after implementing the preceding Amendment) is revised to read The Engineer wdl evaluate the shaft installation narrative for conformance with the Plans, Specifications, and Special Provisions, withm the review time specified 6-19.3(2)C Shaft Slurry Technical Assistance Submittal This section's title is revised to read Shaft Slurry Technical Assistance The second sentence in the first paragraph (except for the numbered items) is revised to read The Contractor shall submit the following to the Engineer 6-19.3(4)B Minimum Level of Slurry in the Excavation This section is revised to read When slurry is used in a shaft excavation the following is required 1 2 3 The height of the slurry shall be as requi�ed to provide and maintain a stable hole to prevent bottom heave, cav�ng, or sloughing of all unstable zones The Contractor shall provide casing, or other means, as necessary to meet these requirements The slurry level in the shaft while excavating shall be maintained above the groundwater level the greater of the following dimensions a Not less than 5 feet for mineral slurries � b Not less than 10 feet for water slurnes c Not less than 10 feet for synthetic slurries 4 The slurry level in the shaft throughout all stops as specified in Section 6-19 3(3)A and during concrete placement as specified in Section 6-19 3(7) shall be no lower than the water level elevation outside the shaft 6-19.3(4)F Slurry Disposal This section mcluding title is revised to read 6-19.3(4jF Disposal of Sturry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft mstallation narrative in accordance with Section 6-19 3(2)B, item 8, and in accordance with the followmg requirements 1 Water slurry with no additives may be infi(trated to an upland area within the confines � of the Contracting Agency Right of Way for the pro�ect Infdtration is allowed provided the ground-Ime at the disposal site is at least 5 feet above the current water table, ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 27 ' Revised 8/27N3 and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this pro�ect For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State Spoils in contact with this slurry may be disposed of as clean fill 2 Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facdity The Contractor shall acqwre all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer Spods in contact with synthetic slurry or water slurry with polymer- based additives shall be disposed of in accordance with Section 2-03 3(7)C With approval of the Engineer, the Contractor may re-use these spoils on-site 3 Mmeral slurry may be infilt�ated to a temporary sediment trap located in an upland area within the confines of the Contractmg Agency Right of Way for the pro�ect Infiltration is allowed provided the ground-line at the disposal site�is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this pro�ect For the purposes of mineral slurry disposal, upland is defined as an, area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2-03 3(7)C With approval of the Engineer, the Contractor may re-use these spoils on-s�te Section 7-02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert P�pe Schedules" is revised to read 3 Polypropylene pipe, 12 inch to 30 mch 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 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass , August 6, 2012 ` 7-03.3(1) Foundations, General This section is supplemented with the followmg When aluminum pipe or pipe arch is in contact with cement concrete, finro coats of paint shall be applied in accordance with Section 7-08 3(2)D AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 28 Revised 8/27/13 � � � , , �� ' � � � 7-03.3(5) Headwalls This section is supplemented with the following When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08 3(2)D Section 7-04, Storm Sewers August 6, 2012 7 Exfiltration Test — Storm Sewers The fifth column title "PE is revised to read "PP'�" from the table titled, "Storm Sewer Pipe Schedules° Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read 4 PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only 7-04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam", per linear foot is revised to read "St Rib Reinf Polyethylene Storm Sewer Pipe in Diam", per linear foot 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 � Leveling and ad�ustment devices that do not modify the structural mtegrity 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 ad�usting devices that mterfere with the backfillmg, backfill density, grouting and asphalt density will not be allowed The hardware for leveling and ad�usting devices shall be completely removed when specified by the Pro�ect Engineer � l,� ' t ' � 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" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 29 ' Rev�sed 8/27/13 Section 8-01, Erosion Control and Water Pollution Control August 5, 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 Quarry Spalls Seed Fertilizer Mulch and Amendments Tackifiers Erosion Control Devices High Visibility Fence Construction Geotextile 9-05 1(6) 9-13 9-14 2 9-14 3 9-14 4 9-14 4(7) 9-14 5 9-14 5 9-33 8-01.3(1) General The last finro sentences in the first paragraph are deleted In the seventh paragraph, "perimeter silt fencing" is revised to read "silt fencing" 8-01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift 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 mirnmum 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 sod completely dissolved and mixed in water or applied as a dry powder Dissolved PAM shall be applied at a rate of not more than z/ 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 30 Revised 8/27/13 ' 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 ' ' � , ' , 1 u ' PAM shall not be applied durmg rainfall or to saturated sods 8 Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Pro�ect Engineer" Note 1 of the table in the first paragraph is revised to read ' Where Contract timmg is appropriate, seedmg, fertdizing, and mulching shall be accomplished durmg the fall period listed above The third paragraph is deleted 8-01 3(3) Plaang Erosion Control Blanket This section mcluding title is revised to read 8-0'!.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation Erosion control blankets shall be installed according to the manufacturer's recommendations Seeding and fertdizmg shall be done prior to blanket mstallation Select erosion control blanket material for an area based on the mtended function slope or ditch stabdization, 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 This section 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 � � ' , ' Compost shall be Medium Compost 8-01.3(5) Placing Plastic Covering This section including title is revised to read Plastic Covering Erosion Control - Plastic covenngs used to temporardy cover stock piled materials, slopes or bare sods shall be installed and maintained in a way that prevents water from mtruding under the plastic and prevents the plastic cover from blowing open in the wind Plastic cover�ngs shall be placed with at least a 12-mch overlap of all seams and be a mirnmum of 6 mds thick AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 31 , Rev�sed 8127/13 � Containment - Plastic covenngs used to line concrete washout areas, contam wastewaters, or used in secondary containment to prevent spills, shall be seamless to ' prevent infiltration and be a minimum of 10 mils thick Vegetation Management shall be clear and where minimum of 4 mds thick 8 Check Dams This section is revised to read Check dams are used as an erosion and sediment control device in channels or conveyance areas Check dams shall be installed as soon as construction wdl allow, or when designated by the Pro�ect Engineer The Contractor may substitute a different check dam material, in lieu of what is specified m the contract, with approval of the Pro�ect Engineer Check dam materials shall meet the requirements m Section 9-14 5(4) Straw bales shall not be used as check dams The check dam is a temporary or permanent structure, built across a mmor channel placed perpendicular to the flow of water Water shall not flow freely 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 spiliway m the check dam The check dam shall be constructed to prevent erosion in the area below the spolway 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 Wattles, coir logs and compost sock used as check dams shall not be trenched in and shall be installed as shown in the Standard Plans When wattles, coir logs, and compost socks are used as check dams they shall be measured and paid as check dam in accordance with Section 8-01 4 and 8-01 5 8-01.3(6)A Geotextile-Encased Check Dam This sections content including title is deleted 8-01.3(6)B Quarry Spall Check Dam This sections content includmg title is deleted 8 Sandbag Check Dam This sections content includmg title is deleted 8 Wattle Check Dam This sections content including title is deleted 8-01.3(6)E Coir Log This section mcluding title and section number is revised to read 8-01.3(6)A Coir Log Coir logs are used as erosion and sediment control or bank stabilizing device Coir logs shall be laid out, spaced, staked and installed in accordance with the Standard Plans Live stakes in accordance with Section 9-14 6(1) can be used in addition to, but not as a replacement for, wooden stakes - Plastic covenng placed over areas that have been seeded vegetative growth is to inhibited it shall be black and be a ' ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 32 Rewsed 8/27/13 , ' ' L_ l � ' , � �J ' ' � 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 stabdized construction entrance shall be free of extraneous materials that may cause or contnbute to track out 8-01.3(9)A Silt Fence This section and all sub-sections including title is revised to read 8-01 3(9)A Fencing 8-01.3(9)A1 High Visibility Fencing High visibility fencing (HVF) shall be orange in color and installed along the site preservation lines shown in the Plans or as specified by the Engineer Post spacing and attachment of the fencing matenal to the posts shall be as shown in the Standard Plans and in accordance with Section 9-14 5(8) The HVF shall not be fastened to trees 8-01.3(9)A2 Silt Fence Sdt fence shall be black in color and used as a sediment control device to prevent sediment laden water from leaving pro�ect boundaries, to manage stormwater within the site, or to create small detention areas Silt fence shall be installed at locations shown in the Plans The geotextile shall be securely attached to the posts and support system Post spaang and attachments shall be as shown in Standard Plans Geotextile matenal shall meet the requirements of Section 9-33 2(1), Table 6 and be sewn together at the point of manufacture, or at a location approved by the Engineer, to form geotextde lengths as required All sewn seams and overlaps shall be located at a support post Posts shall be either wood or steel Wood posts shall have minimum dimensions of 1'/4 by 1'/4 inches by the minimum length shown in the Plans When sediment deposits reach approximately '/3 the height of the sdt fence, the deposits shall be removed and stabdized in accordance with Section 8-01 3(15) If trenching is not feasible due to rocky soils or not advisable due to proximity to a ' downslope sensitive area, a different sediment control device that does not require trenching shall be used in place of sdt fence ' S�It Fence with Backup Support Where backup support is needed for sdt fence in areas where extra strength may be required, such as the toe of steep cut or fdl slopes or areas where equipment may push excessive sods toward the fence When backup support is used, wire shall have a ' maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geote�ctde it supports The strength of the wire or plastic mesh shall be equivalent to or greater than as required in Section 9-33 2(1), Table 6, for ' unsupported geotextile (i e, 180 Ibs grab tensde strength in the machine direction) Post spacmg and attachments shall be as shown in Standard Plans � C � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 33 ' Revised 8/27/13 O 8-01.3(9)A3 High Visibility Silt Fence High visibdity sdt fence (HVSF) shall be orange in color and only be used for the dual purpose of demarcating site preservation Imes and a sediment control device in a location where high visibility mesh fence and black sdt fence would otherwise be used together at same location If use of HVSF is allowed the geotextde material shall meet the material requirements of Section 9-33 2(1), Table 6 Post spacing and attachments shall be as shown in Standard Plans Hogh Visibility Silt Fence w�th Backup Support Where backup support is needed for high visibdity silt fence (HVSF) in areas where extra strength may be required, such as the toe of steep cut or fdl slopes or areas where equipment may push excessive soils toward the sensitive or protected areas When backup support is used, wire shall have a maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geotextile it supports The strength of the wire or plastic mesh shall be equivalent to or greater than as required m Section 9-33 2(1), Table 6, for unsupported geotextde (i e, 180 Ibs grab tensile strength in the machine direction) Post spacmg shall be as shown in Standard Plans When sediment deposits reach approximately 1/3 the height of the sdt fence, or 8 inches whichever is lower, the deposits shall be removed and stabilized in accordance with Section 8-01 3(15) 8 Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read Fdter berms shall retain sediment and direct flows The gravel fdter berm shall be a mirnmum of 1 foot in height and shall be maintained at this height for the entire time they are in use Rock material used for fdter berms shall meet the grading requirements m Section 9-03 9(2), but shall not mclude any recycled materials as outlined m Section 9-03 21 The last sentence m the third paragraph is revised to read Compost shall be Medium Compost 8 Straw Bale Barrier This section including title is revised to read 8-01.3(9)C Vacant 5-01.3(10) Wattles This section is revised to read Wattles are used as a flow control and sediment control device Wattles shall be installed as soon as construction wdl allow or when designated by the Engmeer Wattle installation and trenching shall begin from the base of the slope and work uphill prior to any topsoil or compost placement Excavated material from trenching shall be spread evenly along the uphill slope and be compacted using hand tampmg or other method approved by the Engineer On gradually sloped or clay-type soils trenches shall be 2 to 3 inches deep On loose sods, in high rainfall areas, or on steep slopes, trenches shall be 3 to 5 inches deep, or half the thickness of the wattle, whichever is greater AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 C� ' ' ' ' ' � � � � � � � ' �J � � � Page 34 ' � ' ' ' ' � � � ' ' ' , , , ' ' ' ' Wattles shall be laid out, spaced and staked in accordance with the Standard Plans Live stakes in accordance with Section 9-14 6(1) can be used in addition to, but not as a replacement for, wooden stakes If trenching and stakmg is not possible due to rocky sods, compost socks shall be used instead of wattles The Contractor shall exercise care when installing wattles to ensure the method of installation minimizes disturbance and prevents sediment or pollutant discharge into water bodies 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(12) Compost Socks This section is revised to read Compost socks are used as a flow control and sediment control device Compost socks shall be installed as soon as construction will allow or when designated by the Pro�ect Engineer Compost socks shall be installed pnor to any mulching or compost placement Compost socks shall be laced together end-to-end with coir rope or ends shall be securely overlapped to create a continuous length Terminal ends of the contmuous length shall be curved 2 to 4 feet upward into the slope to prevent concentrated flows from going around the terminal ends Finished grades shall be of a natural appearance with smooth transitions Compost for compost socks shall be Medium Compost Compost sock shall be laid out, spaced and staked in accordance with the Standard Plans Live stakes in accordance with Section 9-14 6(1) can be used in addition to, but not as a replacement for, wooden stakes If staking is not possible or if the compost sock is being used on concrete, heavy blocks or an equivalent item shall be used to weigh down and secure the sock Compost socks shall be laid out, spaced and staked in accordance with the Standard Plans The Contractor shall exercise care when installmg compost socks to ensure that the method of installation minimizes disturbance of waterways and prevents sediment or pollutant discharge into water bodies Stakes shail be removed to mirnmize sod disturbance 8-01.3(13) Temporary Curb This section is revised to read Temporary curbs shall divert or redirect water around erodible sods Temporary curbs shall be mstalled 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 35 ' Revised 8/27/13 8-01.3(16) Removal The first sentence in the first paragraph is revised to read When the Pro�ect Engineer determmes that an erosion control BMP is no longer required, the Contractor shall remove the BMP and all associated hardware from the pro�ect limits The first and second sentences in the second paragraph are revised to read The Contractor shall remove BMPs and associated hardware in a way that mirnmizes soil disturbance The Contractor shall permanently stabdize all bare and disturbed soil after removal of BMP's 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 wdl be made for check dams that are required to be rehabditated or replaced due to wear The ninth paragraph is deleted The twelfth paragraph (after the preceding amendment is applied) is revised to read Seeding, fertdizing, limmg, mulching, mowing, and tackifier wdl be measured by the acre by ground slope measurement or through the use of design data The fifteenth paragraph (after the preceding amendment is applied) is revised to read Fencing wdl be measured by the linear foot along the ground line of the completed fence This section is supplemented with the following Outlet Protection wdl be measured per each irntial installation at an outlet location 8-01.5 Payment The paragraph followmg the bid item, "Plastic Covering", per square yard is revised to read The unit Contract price per square yard for "Plastic Covermg" shall be full payment to perform the Work as specified in Section 8-01 3(5) and as shown in the Plans, mcluding removal and disposal at an approved disposal site The bid item "Straw Bale", per each is deleted The bid item " Erosion Control Blanket", per square yard is deleted The bid item "Sod Binder or Tacking Agent", per acre is deleted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 36 Revised 8/27/13 � � � � This section is supplemented with the following "Outlet Protection", per each The urnt 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 urnt Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work �_1 � ' � ' ' ' C J � L�� ' "High vsibdity Sdt Fence", per linear foot Section 8-02, Roadside Restoration August 5, 2013 In this section, "psiPE" is revised to read "PSIPE" 8-02.3(2) Roadside Work Plan The first sentence m the second paragraph is revised to read The Roadside Work Plan shall also mclude a copy of the approved progress schedule The sub paragraph titled "Progress Schedule" is deleted 8 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 8-02.4 Measurement The first sentence is revised to read Topsoil, mulch and soil amendments wdl be measured by the acre along the grade and slope of the area covered immediately after application The seventh sentence is rewsed to read Compost wdl be measured by the acre along the grade and slope of the area covered immediately after application AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 37 , Rewsed 8/27/13 8-02.5 Payment The bid item "Topsoil Type ", per cubic yard and followmg paragraph are revised to read "Topsoil Type ", per acre The urnt contract price per acre for "Topsod Type " shall be full pay for providing the source of material for topsod Type A and C, for pre-excavation weed control, excavating, loadmg, hauling, intermediate windrowing, stockpding, weed control on stockpdes or windrows, and removal, placmg, spreading, processing, cultivating, and compactmg topsoil Type A, Type B, and Type C The bid item "Fine ComposY', per cubic yard is revised to read "Fine ComposY', per acre The bid item "Medium Compost", per cubic yard is revised to read "Medium Compost", per acre The bid item "Coarse Compost", per cubic yard and following paragraph are revised to read "Coarse Compost", per acre The unit Contract price per cubic yard for "Fine Compost", Medium Compost" or "Coarse Compost" shall be full pay for furrnshing and spreading the compost onto the existing soil The bid item "Sod AmendmenY', per cubic yard and following paragraph are revised to read "Sod Amendment", per acre The unit Contract price per acre for "Soil Amendment" shall be full pay for furrnshing and incorporating the mulch onto the existing sod The bid item "Bark or Wood Chip Mulch", per cubic yard and followmg paragraph are revised to read "Bark or Wood Chip Mulch", per acre The unit Contract price per acre for "Bark or Wood Chip Mulch" shall be full pay for furnishing and spreading the mulch onto the existing sod Section 8-03, Irrigation Systems April 2, 2012 8-03.3(7) Flushing and Testing The fifth paragraph is deleted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 38 Rewsed 8/27/13 ' ' ' , ' � ' � , � Section 8-04, Curbs, Gutters, and Spiliways April 2, 2012 8-04.3(1) Cement Concrete Curbs, Gutters, and Spiliways 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 ad�oining 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 wdl be measured per each 8-04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb", per linear foot is deleted This section is supplemented with the following "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per Imear 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 ad�oining curb shape "Roundabout Splitter Island Nosing Curb", per each ' The unit Contract price per each for "Roundabout Splitter Island Nosmg Curb" shall be full payment for all costs for the Work includmg transitioning the roundabout splitter island nosing curb to the ad�oirnng curb shape ' ' � � r 1 � 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 furnishmg 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 39 ' Rewsed 8/27/13 � 8-07.2 Materials The mater�al 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 Imear foot "Type C Block Traffic Curb", per linear foot Section 8-11, Guardrail August 5, 2013 8-11.2 Materials The following material reference is deleted from this section Weathering Steel Beam Guardrail 9-16 8 8-11.3(1)B Erection of Rail The last sentence in the first paragraph is revised to read All holes shall be painted with two coats of paint conforming to Section 9-08 1(2)B The fourth paragraph is revised to read Galvanized steel rad plates shall be fastened to the posts with galvarnzed bolts, washers, and nuts of the size and kind shown in the Plans The last paragraph is deleted 8-11.3(1)D Removing Guardrail and Guardrail Anchor The first finro sentences in the first paragraph are revised to read Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expans�on sections, terminal sections and the rad element of anchor assemblies Removal of the various types of guardrail anchors shall include removal of the anchor assembly, mcluding concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 8/27/13 �� , � ' ' � ' L' r --- J 1 i � � , � , � � Page 40 ' � ' ' � � , , 8-11.4 Measurement The seventh paragraph is revised to read Measurement of removal of guardrail wdl be by the linear foot measured along the line of guardrail removed including transition sections, expansion sections, guardrail anchor rad elements and terminal sections 8-11.5 Payment The bid item "Weathering St Beam Guardrad Type ", per hnear foot is deleted The second paragraph is revised to read The urnt Contract price per linear foot for "Beam Guardrad Type ", "Beam Guardrad Type 1- Ft Long Post", and "Beam Guardrad Type 31- Ft Long Post", shall be full payment for all costs to obtain and provide materials and perform the Work as described in Sections 8-11 3(1)A and 8-11 3(1)B, including costs for additional rad elements when nested rad is required, and when connections to concrete masonry Structures are required The paragraph followmg the bid item "Removing Guardrad Anchor", per each is revised to read The unit Contract price per each for "Removing Guardrad Anchor" shall be full payment for all r costs to perForm the Work as described in Section 8-11 3(1)D, including rad removal, if there isn't a Bid Item for Removing Guardrad in the run of guardrail connecting to the anchor C� a ' Section 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Enginee�" is revised to read "Pro�ect Engineer" 8-12.2 Materials This section is supplemented with the following Paint 9-081(2)B � 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 fdled 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 �n 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 41 ' Rewsed 8/27/13 The ninth paragraph is revised to read Steep slopes or abrupt topography may require changes m 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 Raii This section's content including title is deleted and replaced with 8-12.3(1)B Vacant 8 Tension Wire and Tension Cable This section's content includmg title is revised to read 8-12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detaded in the Plans or as approved by the Engineer 8-12.3(1)D Chain Link Fabric The first three paragraphs are rev�sed 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 Pro�ect Engineer Cham link fabric shall be placed approximately 1-mch above the ground and on a straight grade befinreen posts by excavating high points of ground Fdling of depressions will be permitted only upon approval of the Pro�ect Engmeer 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 fdled with Grout Type 4 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 42 Rewsed 8/27/13 ' ' � ' , ' � r � 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 �oins an existmg fence, the 2 shall be attached in a manner satisfactory to the Pro�ect 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 includmg brace post installation and all other requirements of Sect�on 8-12 for Chain Lmk 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 Cham Link Fence", per each The unit Contract pnce per each for "End, Gate, Corner, and Pull Post for Chain Lmk 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 pnce Link Gate", and "Single specified Work per each for "Double 14 Ft Chain Link Gate", "Double 20 Ft Chain 6 Ft Chain Link Gate", shall be full payment for all costs for the � The paragraph following the item "Wire Fence Type ", per linear foot is revised to read ' ' C �; �� , , , The unit Contract pnce per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for cleanng of the fence line The followmg paragraph is inserted after the item "Double Wire Gate 20 Ft Wide", per each The unit contract pnce 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 43 ' Rev�sed 8/27/13 Section 8-15, Riprap April 2, 2012 8-15.1 Description The second paragraph is revised to read Riprap wdl be classified as heavy loose riprap, light loose riprap, and hand placed riprap Section 8-20, Illumination, Traffic Signal Systems, And Electrical August 5, 2013 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 usmg 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 hittmg the sides, the steel reinforcing bars, or the steel remforang 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 mto a shaft Steel remforcing bars for foundations shall conform to Section 9-07 8-20.3(5) Conduit This sections content is deleted and replaced with the followmg new sub-sections 8-20.3(5)A General The ends of all conduit, edges Field cuts shall capped When conduit provided with approved bells metallic and nonmetallic, shall be reamed to remove burrs and rough be made square and true The ends of unused conduits shall be � caps are removed, the threaded ends of inetal condwt shall be conduit bushings and non-metal conduit shall be provided with end Reducing couplings wdl not be permitted Existing conduit in place scheduled for installation of new conductor(s) shall first have any existmg conductor(s) removed and a cleaning mandrel shall be pulled through The existing conduit shall then be prepared subJect to the same requirements outlined m this paragraph, for new conduit and innerduct, unless otherwise indicated in the plans All new conduit and all innerduct shall be blown clean with compressed air Then in the presence of�the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, shall be pulled through to ensure that the raceway has not been deformed This shall be done prior to pulling wire or fiber optic cable and after fmal assembly is m place Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans As soon as the sizing mandrel has been pulled through innerduct, a 200-Ib mirnmum tensde strength pull strmg shall be installed and attached to duct plugs at both ends When conduit is installed for future use, as soon as the bushing or end bell has been mstalled and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 � � C � �, � � � Page 44 1 � � ' ' ' � � 8-20.3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cable or conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12-inches above the conduit unless othenNise detaded in the Plans Detectable Underground Warning Tape shall extend 2-feet into boxes or vaults Splicing of the tape shall be in accordance with tape manufacturer's recommended materials and procedures Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable When open trenching is used, the location wire shall be placed in continuous lengths directly above the conduit Where conduit is installed by other methods, the Location Wire shall be attached to the outside of the conduit with electncal tape placed at minimum 18-inch intervals Location Wire shall extend 12-feet into boxes or vaults Splices shall be crimped usmg a non-insulated butt splice, soldered and covered with moisture-blocking heat shrink 8-20 3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit ITS conduit and both ends of conduit runs entering cabinets, with the exception of the '/Z inch grounding conduit, shall be sealed with self expanding water proof foam or mechanical plugs, unless otherwise required At other locations conduit shall be sealed with Duct Seal , Outer-duct conduit with non factory assembled innerduct shall be sealed around the innerduct with self-expanding waterproof foam Outer-duct conduit with factory assembled innerduct shall be sealed around the innerduct with a multiplex expansion plug Innerduct ' containmg one cable shall be plugged using an expandable split plug Innerduct with multiple cables shall be sealed with self-expanding waterproof foam Duct plugs shall be mstalled in all unused inner-ducts (those that are specified as empty) at the time of conduit installation Duct plugs shall be installed in all used inner-ducts (as specified in ' the Plans), at the time of conduit installation, unless cable pulling for those inner-ducts will commence within 48-hours Installation shall conform to the manufacturer's recommendations , Foam sealant shall be installed with the following additional requirements 1 Penetration of the sealant into the conduit or duct shall be limited using a high , temperature backer rod material or rag 2 Penetration of the sealant into the conduit shall be limited to 1-inch 3 The foam sealant shall not pro�ect outside the end of the conduit or duct ' II , , ' LJ Where open trenching is allowed and conduit with innerduct is installed, a maximum of 1000-feet of contmuous open trench will be allowed unless otherwise approved by the Engineer 8-20.3(5)B Conduit Type Conduit shall be PVC, high density polyethylene (HDPE), rigid metal conduit (RMC) or liquid tight flexible metal depending on the application Rigid metal conduit (RMC) shall be installed at the following locations Within radroad right of way 2 All pole risers, except when otherwise required by owning utilities AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 45 ' Revised 8/27/13 3 All surFace-mounted conduit, with the exception of electrical service utility poles 4 All runs within slip form placed concrete Service late�al runs shall be Schedule 80 PVC except when otherwise required by owning utdities Conduit mstalled using the plowmg method, shall be schedule 80 high-density polyethylene (HDPE) Conduit runs, includmg outer-duct, that enter the traveled way or shoulders, shall be Schedule 80 high-density polyethylene (HDPE), Schedule 80 PVC, or rigid metal conduit (RMC) Conduit runs, mcludmg outer-duct, which do not enter the traveled way or shoulders, shall be Schedule 80 high-density polyethylene (HDPE), Schedule 40 PVC or rigid metai conduit (RMC) Liquid tight flexible metal conduit is allowed only at locations called for in the Plans Except as described under Non-Metallic Conduit, unless otherwise indicated m the Plans or Standard Plans, the same type of conduit shall be used for the entire length of the run, from outlet to outlet Innerduct shall have a smooth wall non ribbed interior surface, with factory pre-lubricated coating Innerduct withm the Traveled Way or Shoulders and innerduct which is not factory mstalled shall be schedule 40 high-density polyethylene (HDPE) The innerduct shall be continuous with no splices Innerduct which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit beyond each end of the outer-duct and shall be aliowed to finish contracting for 21 calendar days before it is termmated Innerduct shall be terminated with end bells flush to '/ inch out of the outer-duct and the space between the outer-duct and innerduct shall be sealed with rodent and moisture resistant foam designed for this application and installed in accordance with the manufacturer's recommendations 8-20 3(5)B1 Regid Metal Conduet Slip Joints or runrnng threads will not be permitted for coupimg metallic conduit, however, runrnng threads will be permitted m traffic signal head spiders and rigid metal conduit (RMC) outer-duct When installing rigid metal conduit (RMC), if a standard coupling cannot be used, an approved three-piece coupling shall be used Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conforming to Section 9-08 1(2)B The pamt shall have a minimum wet film thickness of 3-mils The painted coating shall cover the entire coupling or fitting The threads on all metal conduit shall be rust-free, clean, and painted with colloidal copper suspended in a petroleum vehicle before couplings are made All metallic couplings shall be tightened so that a good electrical connection wdl be made throughout the entire length of the conduit run If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 2-inches beyond the inside wall face (for the installation of grounded end bushing and bonding ) Rigid metal conduit (RMC) entermg concrete shall be wrapped in 2-inch-wide pipe wrap tape with a mmimum 1-inch overlap for 12-inches on each side of the concrete face Pipe wrap tape shall be installed in accordance with the manufacturer's recommendations AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 46 Rewsed 8/27/13 � ' � ' � , Rigid metal conduit (RMC) bends shall have a radius consistent with the requirements of Code Article 344 24 and other articles of the Code Where factory bends are not used, conduit shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable Where the coating or such damaged areas 08 1(2)B galvanized conduit has been damaged in handling or installing, shall be thoroughly painted with paint conforming to Section 9- Metal conduit ends shall be threaded and protected with a snug f�tting plastic cap that covers the threads untd wiring is started 8-20.3(5)B2 Non-Metallic Conduit Where non-metallic conduit is installed, care shall be used in excavating, instaliing, and backfilling, so that no rocks, wood, or other foreign material wdl be left in a position to cause possible damage PVC conduit ends shall be terminated with end bell bushings PVC or HDPE conduit ' entering cable vaults and pull boxes shall terminate with the end bell flush with the inside walls of the Structure , ' , � Non-metallic conduit bends, where allowed, shall conform to Article 352 24 of the Code Eighteen-inch radius elbows shall be used for PVC conduit of 2-inch nominal diameter or less Standard sweep elbows shall be used for PVC conduit with greater than 2-inch nominal diameter unless otherwise specified in the Plans In nonmetallic conduit less than 2-mch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than %4-inch diameter or width In nonmetallic conduit of 2-inch nominal diameter or larger, pull ropes or flat tapes for wire installation shall be not less than '/rmch diameter or width When HDPE conduit is used for directional bormg, it shall be continuous, with no �oints, for the full length of the bore The conduit run shall be extended to the associated outlets with the same schedule HDPE or PVC conduit Entry mto associated �unction box outlets shall be with the same schedule PVC conduit and elbows The same requirements apply for extension of an existing HDPE conduit crossing � PVC conduit and elbows shall be connected to HDPE conduit with an approved mecharncal coupling The connection shall have minimum pullout strength of 700-pounds Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared ' with a clean, straight edge A water-based pulling lubncant may be applied to the threaded end of the mechanical coupling before installation Solvent cement or epoxy shall not be used on the threaded �oint when connecting the HDPE conduit to the mechanical coupling The mecharncal coupling shall be rotated until the HDPE conduit � seats approximately �/4 of the distance mto the threaded coupling depth For PVC mstallation through a directional bore, the PVC shall be in rigid sections � assembled to form a watertight bell and spigot-type mechanical �oint with a solid retaming ring around the entire circumference of the conduit installed in accordance with the manufacturer's recommendations The conduit run shall be extended beyond the length ' of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC condwt of the same schedule The same requirements apply for extension of an existing PVC conduit Roadway crossmg ' �'! � PVC conduit shall be assembled using the solvent cement specified in Section 9-29 1 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 47 ' Rev�sed 8/27h3 . Conduit ends shall be protected with a snug fitting plastic cap untd wirmg is started Conduit caps, end bells and the section of PVC befinreen the coupling and end bell bushing in cabinet foundations shall be mstalled without glue 8-20.3(5)C Conduit Size The size of conduit used shall be as shown m the Plans Conduits smaller than 1-inch electrical trade size shall not be used unless otherwise specified, except that grounding conductors at service points may be enclosed in'/rinch-diameter conduit Conduit befinreen light standards, PPB, PS, or Type 1 poles and the nearest �unction box shall be the diameter specified in the Plans Larger size conduit is not allowed at these locations At other locations it shall be the option of the Contractor, at no expense to the Contracting Agency, to use larger size conduit if desired, provided that �unction box or vault capacity is not exceeded Where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet _ Conduit runs with innerduct, shall have 4-inch outer-duct and shall be mstalled with four 1-inch mnerduct unless otherwise indicated in the plans 8-20.3(5)D Conduit Placement Conduit shall be laid so that the top of the conduit is a minimum depth of 24-inches below the bottom of curb in the sidewalk area 2 3 4 5 24-mches below the top of the roadway base 48-inches below the bottom of ties under railroad tracks unless otherwise specified by the railroad company 36-inches below firnsh grade when mstalled usmg conduit plowing method 24-inches below the finish grade m all other areas Conduit entenng through the bottom of a �unction box shall be located near the end walls to leave the ma�or portion of the box clear At all outlets, conduit shall enter from the direction of the run, terminating 6 to 8-inches below the �unction box lid and within 3-inches of the box wall nearest its entry location Conduit runs shown in the Plans are for Biddmg purposes only and may be relocated with approval of the Engineer, to avoid obstructions 8-20.3(5)D1 Surface Mounting Where surface mounting of conduit is reqwred, supports shall consist of channel with clamps sized for the conduit Support spacing shall comply with the Code, with the exception that spacing of channel supports for conduit shall not exceed 5-feet The minimum distance befinreen ad�acent clamps and between the clamp and the end of the channel supports shall be 1-inch Channel supports shall be installed with stops, to prevent clamps from slidmg out of the ends AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 48 Rewsed 8/27113 � � �-, ' ' ' ' ' ' ' ' ' � � ' ' , � 8-20.3(5)D2 Structures All conduits attached to or routed withm bridges, retairnng walls, and other structures shall be equipped with approved expansion, deflection, and/or combination expansion/deflection fittings at all expansion �oints and at all other �omts where structure movement is anticipated, including locations where the Contractor, due to construction method, installs expansion and/or construction �oints with movement All conduit fittings shall have movement capacity appropriate for the anticipated movement of the Structure at the �oint Approved deflection fittings shall also be installed at the �oint befinreen the bridge end and the retaining wall end, and the transition from bridge, wall, or other structure to the underground section of conduit pipe 8-20.3(5)E Method of Condu�t Installation Conduit shall be placed under existing pavement by approved directional bormg, �acking, or drdling methods at locations approved by the Engineer The pavement shall not be disturbed unless allowed in the Plans or with the approval of the Engineer in the event obstructions or impenetrable soils are encountered High density polyethylene (HDPE) conduit runs, which enter the traveled way or shoulders, shall be mstalled using the directional boring method 8-20.3(5)E1 Open Trenching When open trenching is allowed, trench construction shall conform to the following The pavement shall be saw-cut a minimum of 3-inches deep The cuts shall be parallel to each other and extend 2-feet beyond the edge of the trench 2 Pavement shall be removed in an approved manner 3 Trench depth shall provide a minimum cover for conduit of 24-mches below the top of the roadway base 4 Trench width shall be 8-inches or the conduit diameter plus 2-inches, whichever is larger 5 Trenches located within paved Roadway areas shall be backfilled with Controlled density fill (CDF) meeting the requirements of Section 2-09 3(1)E The controlled density fill shall be placed level to, and at the bottom of, the existing pavement The pavement shall be replaced with pavmg material that matches the existing pavement 6 On new construction, conduit shall be placed prior to placement of base course pavement 8-20 3(5)E2 Conduit Plowing All conduit plowing shall be supervised by a licensed electrical Contractor The starting point shall be anchored or held such that conduit movement at the start of the plowing operation is kept to a minimum The conduit reel shall be mounted on the vehicle such that conduit movement is kept to a mmimum once it is in the ground Use of a stationary reel is not allowed The feed shoe shall have rollers which conform to the conduit at a radius of not less than 15 times the diameter of the conduit The conduit will not be permitted to pass over stationary guides nor over rollers or sheaves, which wdl permit a bend radius of less than 15 times conduit diameter The width of the tooth and feed shoe shall not exceed the conduit diameter by more than 2-mches AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 49 , Revised 8/27/13 The conduit shall be installed using a continuous reel, with no �oints, for the full length of the conduit run, unless conduit splicing is allowed as indicated below If an obstruction is encountered that cannot be plowed through, the following remedies shall be attempted in order Contractor shall stop the plowmg operation and attempt to remove the obstruction If the obstruction is removed, plowing operations shall continue along the approved path 2 Deviations of up to one foot from the pro�ected path may be authorized by the Engineer, provided the new route does not result in total conduit run bends exceedmg NEC requirements Deviations in excess of one foot from the pro�ected path are not allowed and the maximum taper rate is 1-inch per linear foot of conduit 3 The Contractor may request approval to intercept the mstalled conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result m total conduit run bends exceeding NEC requirements Connection between the sections shall be accomplished using an approved fusion splicing method, which is compatible with the conduit manufacturer's recommendations 4 Where none of the above remedies are successful, all conduit installed so far m that run shall be removed and a new plow path established to avoid the obstruction In the event of a breakage, all conduit installed in that run shall be removed The conduit run shall be extended to the associated outlets, sub�ect to the same requirements indicated when HDPE is installed using the directional boring method The depth of installation shall be continually ad�usted as necessary to compensate for changes in terrain Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 36- inches below the finish grade with the exception that the conduit shall be swept up to enter the knock outs of associated pull boxes or cable vaults The plow placing the conduit shall be marked at a proper distance above the plow's conduit exit pomt to indicate when the minimum installation depth is not met The mark shall be visible from a safe distance from the plowmg operation when it is exposed above ground Whde plowing this mark must remain below ground level at all times, with the exception of the entry and exit points at the end of the run, in order to ensure that mmimum burial depth of the conduit is achieved If the depth mark on the plow comes above ground, the Contractor shall stop the plowing operation and attempt to correct the placement depth If the conduit depth can be verified to meet the minimum burial requirements at the location where the depth mark came above ground, the plowing operation shall resume sub�ect to the Engineers approval The compacted surface shall be firm, non-yielding, and result in a finished surface that matches the lines and grades of the terrain prior to plowing AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 50 Revised 8/27/13 ' ' 8-20.3(5)E3 Bormg Bore pits shall be backfilled and compacted m accordance with Section 2-09 3(1)E Directional bonng, Jackmg or drdling pits shall be a minimum of 2-feet from the edge of ' any type of pavement, unless otherwise approved by the engineer Excessive use of water that might undermme the pavement or soften the Subgrade wiil not be permitted When approved by the Engineer, small test holes may be cut in the pavement to locate , obstructions When the Contractor encounters obstructions or is unable to install conduit because of sod conditions, as determined by the Engineer, additional Work to place the conduit wdl be paid in accordance with Section 1-04 4 � � � � ' ' ' ' 8-20.3(5)E4 Directional Boring Directional boring for electrical installations shall be supervised by a licensed electrical contractor in accordance with Section 8-20 1(1) Where directional boring is called for, conduit shall be mstalled usmg a surFace-launched, steerable drilling tool Drilling shall be accomplished using a high-pressure fluid �et tool-head The drilling fluid shall be used to maintain the stabdity of the tunnel, reduce drag on the conduit, and provide backfill befinreen the conduit and tunnel A guidance system that measures the depth, lateral position, and roll shall be used to guide the tool-head when creating the pdot hole Once the pdot hole is established, a reamer and swivel shall be used to mstall the conduit Reaming diameter shall not exceed 1 5 times the diameter of the conduits being installed Conduit that is being pulled mto the bonng shall be installed in such a manner that the conduit is not damaged during mstallation The pu(Iback force on the conduit shall be controlled to prevent damage to the conduit A vacuum spods extraction system shall be used to remove any excess spods generated during the installation Excess dnlling fluid and spods shall be disposed of The method and location used for disposal of excess drdling fluid and spods shall be sub�ect to the Engineer's approval Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized Any drilling fluid that surfaces through fracturing shall be cleaned up immediately Mobde spods-removal equipment capable of quickly remov�ng spods from entry or exit pits and areas with returns caused by fracturing shall be used as necessary durmg drdling operations , 8-20 3(5)E5 Boring with Casing Where bormg with casing is called for, the casing shall be placed usmg an auger inside the casing to remove the soil as the casmg is �acked forward The auger head shall ' proceed no more than 4-�nches ahead of the p�pe being �acked Bormg operations shall be conducted to prevent caving ahead of the pipe �nstalled casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious contaminants ' � ' LI ' The space between the conduit and casing shall be plugged with sandbags and a grout seal 12-inches thick at each end of the casing Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner Grout shall conform to Section 9- 20 3(4) In lieu of sandbags and grout, unopened prepackaged concrete and grout may be used to seal the casing Material shall not be removed from the bormg pit by washing or sluicmg All �oints shall be welded by a Washmgton State certified welder Welding shall conform to AWS D 1 1-80 Structural Weldmg Code, Section 3, Workmanship AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 51 , Revised 8/27/13 � 8-20.3(8) Wiring The fifteenth through seventeenth paragraphs are revised to read When conductors, either cable or single, are being installed, the Contractor shall not exceed the tension limitations recommended by the manufacturer Conductors may be pulled directly by hand, or with mechanical assistance If conductors are pulled by any mecharncal means, a dynamometer with drop-needle hand shall be used on every mecharncaUy ass�sted pull On mechanically assisted pulls, insulation shall be stnpped off the individual conductor and the conductor formed into a pulimg eye and firmly attached to the pulling rope/tape, or a cable grip shail be used The Contractor shalf determine the maximum allowable pulling tension, taking into account the direction of the pull, type of raceway, cable geometry, weight of the cable, the coefficient of friction, and side wall pressure, using the information from the cable manufacturer If there are bends in the raceway or sheaves are used for the cable pull, the Contractor shall use the cable manufacture's side wall pressure limits to determine the maximum pullmg tension The maximum pulling force applied directly to the conductor when pulling eyes are used or when the conductor is formed into a loop, shall be limited to that shown m the followmg table for copper conductor When a cable grip is applied over nonmetallic sheathed cables, the maximum pulling force shall be limited to 1,000-pounds provided this is not m excess of the force as determined above Conductor Pounds 8 132 6 210 4 334 3 421 2 531 1 669 1 /0 845 2/0 1, 065 3/0 1, 342 4/0 1,693 250Kcmil 2,000 500Kcmil 4,000 ' , �J , � , � �� II � � � 8 1 Adequate lubrication of the proper type to reduce friction in conduit and duct pulls shall be ' utdized The grease and oil-type lubncants used on lead sheathed cables shall not be used on nonmetallic sheathed cables AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 8/27/13 t � � Page 52 ' ' ' ' ' , � � ' ' � � ' ' 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following finro sentences All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted m the Contract Conduit with innerducts shall have an equipment ground conductor installed m each innerduct that has an electrical conductor Section 8-21, Permanent Signing January 7, 2013 8-21 2 Materials The third sentence is revised to read Matenals for sign mounting shall conform to Section 9-28 11 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06 This section is supplemented with the following All fabrication, including repairs, ad�ustments 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, ad�ustment or modification Sign structure fabrication repair, ad�ustment or modification of any kmd in the field is not permitted if fabrication repair, ad�ustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re-galvanized in accordance with AASHTO M 111 8-21.3(9)B Vacant This section including title is revised to read 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 notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied ' 1 The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supportmg the sign bridge near the location of the mcomplete foundation to the Engineer for approval m accordance with Section 6- ' 01 9 The submittal shall include the method of releasing and removmg the temporary supports and falsework without mducing loads and stress mto 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 53 ' Revised 8/27/13 L� 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, m accordance with the workmg 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 excavat�on where water is present sha11 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 hittmg the sides, the steel reinforcing bars, or the steel remforcing 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 ninth paragraph (afte� implementing the precedmg Amendment) is replaced with the following three new paragraphs - After construction of concrete foundations for sign bridge and cantdever 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 addressmg the deviations, mcluding removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, ad�ustment or modification, with associated shop drawings, m 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 fabncated, 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 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(?)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 ad�ust the pnmary shaft vertical steel reinforcing bars as necessary m accordance with Section 6-02 3(24)C to provide clearance for the anchor bolt array AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 , L� 1 � �J L� ' �� C l e �� ' � C�' , ' , � Page 54 , CJ LJ ' � , ' Sign structures shall not be erected on concrete foundations untd the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown m 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 finrelfth paragraph (after implemented the preceding Amendments) is revised to read 4 Concrete shall be Class 4000P, except as otherwise specified The concrete for the shaft cap (the portion contairnng the anchor bolt array assemblies above the construction �oint at the top of the shaft) shall be Class 4000 Item number 3 m the thirteenth paragraph (after implemented the preceding Amendments) 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 cantdever sign structures shall be included m 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 "Cantdever Sign Structure No _" , ' ' � Section 8-22, Pavement Marking January 7, 2013 8 Line Applications The last paragraph is supplemented with the following Grooved line pavement marking shall not be constructed on bndge decks or on bndge approach slabs 8 Removal of Pavement Markings The followmg two new sentences are mserted after the first sentence , Grinding to remove painted markings is not allowed Gnnding to remove plastic marking is allowed to a depth �ust above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings LJ! r 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 Diagonal lines used to delineate parkmg stalls that are constructed of painted or plastic 4-mch ' lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line mstalled Crosswalk line wdl be measured by the square foot of marking installed , AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 55 , Revised 8/27N3 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 Markmg" The measurement for "Painted Crosshatch Markmg" 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 Lme", per linear foot are deleted from this section This section is supplemented with the following two new bid items "Pamted Crosshatch Marking", per linear foot "Plastic Crosshatch Marking", per linear foot The following new paragraph is inserted after the last bid item in this section The urnt 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 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted 8-25.3(3) Posts The first sentence in the first paragraph is revised to read Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8-12 3(1)A The last paragraph is revised to read All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post Line posts shalt have tops designed to carry the top tension wire 8-25.3(5) Tension Cables This sections content including title is deleted 8-25.3(6) Fittings, Attachments, and Hardware This sections content including title is deleted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 56 Revised 8/27/13 � � � ' ' �� ' � � ' � � I �� ' � L_' Section 8-29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following 8-29 Wire Mesh Slope Protection 8-29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the detads shown in the Plans and m conformity with the Imes and dimensions shown in the Plans or established by the Engineer 8-29.2 Materials Materials shall meet the requirements of Section 9-16 4 8-29.3 Construction Requirements 8-29.3(1) Submittals The Contractor shall submit a wire mesh slope p�otection plan to the Pro�ect Engineer a mirnmum of seven calendar days prior to beginning the work The wire mesh slope protection plan shall include the following Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors mcluding the calibration data for the stressing devices used to proof test the anchors, as completed by an independent testing laboratory within 60 calendar days of the wire mesh slope work 2 Workmg drawmgs for the temporary yoke or load frame to be used for anchor proof testmg in accordance with Section 6-01 9 3 Plans and detads for assembling wire mesh and erectmg the assembled mesh on the slope All costs for the Work required for Submittals shall be mcluded in the unit Bid price detaded in Section 8-29 5 8-29.3(2) Anchors The Contractor shall install anchors of the type shown in the Plans and in conformance with the layout shown in the Wire Mesh Protection Plan as described in Section 8-29 3(1) The spacing and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon review of the wire mesh slope protection plan, the Engineer may arrange the spacing to better hold the wire mesh against the slope Backfdl material shall be thoroughly compacted with a mechanical compactor The Contractor shall proof test up to 25 percent of the anchors m vertical pullout to the mmimum allowable anchor capacity specified in the Plans Proof testing of anchors shall be perFormed against a temporary yoke or load frame No part of the temporary yoke or load frame shall bear within three feet of the anchor being tested For vertical pullout proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes with no loss of load Anchors that fail this criterion shall be replaced and retested if more than three anchors fail, the Contractor shall proof test all anchors AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 57 ' Revised 8/27/13 8-29.3(3) �re Rope All wire rope loops shall include a thimble No wire rope splicing wdl be allowed 8-29.3(4) �re Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown m the Plans High tensde steel fasteners on the vertical seams shall be staggered across width of the seam Horizontal splices �oirnng 2 rolls of inesh shall be made by overlapping the mesh approximately 3 feet and either weavmg 3 rows of lacing wires through every mesh opernng or using 4 rows of high tensde steel fasteners placed on approximately 3-inch spacing All top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibdity of falling material hanging up in the folds The bottom of the mesh shall be located as shown in the Plans The ends of all lacmg wires shall be secured to the mesh with a mmimum of 1'/rturns The wire mesh shall not be tensioned in any direction, but is to remam loose so as to increase its dampening_ effect on rolling rocks The Contractor shall use care in the handlmg and installing of the wire mesh and wire rope Any mesh or wire rope damaged due to the Contractor's operations shall be replaced by the Contractor at no expense to the Contracting Agency t,� 8-29.4 Measurement Measurement of anchors wdl be per each for the completed anchor Anchor types wdl not be differentiated Wire mesh slope protection wdl be measured by the square foot of wire mesh erected on the slope There wdl be no deduction made for overlapping the wire mesh material as required for splices or for coverage due to variations m the slope or ground conditions 8-29.5 Payment Payment wdl be made in accordance with Section 1-04 1, for each of the following Bid items that are included in the Proposal "Wire Mesh Slope Protection Anchor", per each The urnt Contract price per each for "V11ire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described m Sections &29 3(1) and 8-29 3(2) "Wire Mesh Slope Protection", per square foot The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for all costs for the Work described in Section 8-29 3(3) and &29 3(4) Section 9-02, Bituminous Materials August 5, 2013 In this section, °Asphalt Emulsion" is revised to read "Emulsified Asphalt" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 58 Rev�sed 8/27/13 ' ' , ' ' ' , � ' � ' ' ' � ' ' � _J ' 9-02.1 Asphalt Material, General In this section, "Cationic Emulsified Asphalt" is revised to read "Emulsified Asphalt" The first paragraph is revised to read Asphalt furnished under these Specifications shall not have been distilled at a temperature high enough to produce flecks of carbonaceous matter, and upon arnval at the Work, shall show no signs of separation mto lighter and heavier components 9-02.1(6) Cationic Emulsified Asphalt The "Cationic Emulsified Asphalt Table" is revised to read Cationic Emuls�fied Asphalt Table r r �¢� z � � � � '` 3' ° �g �� ff �`�'a ,. 'w�r �t.� � � �,_ � �— '� a �r d� a � ,�.� 1�� '� � �' �4& � — �� Etr 3r* _ ^'° ��' �� _�-i�'� ¢ � �� , �L= g � � ��` � � �� y °� , Rapid SetUng � ;� � � � � , Il�dium �Sett�ng �� 'n' �Slow Setting , _ ;�_ �� ' �� F- ;� �� :�� E >_ f _ � �w� �`� f_ _ ` tr _ a ,s' � � Type,� � � CRS-1 s CRS-2 � CMS-2S CMS-2 ' CMS-2h = CSS-1 CSS-11i ° �� `AASHT�O Test' �r = � ; � � w,,� � � � �� : z m � ,f � °_� _ ,, _ ' �, , , e _ , - � , _- � � a� - � � �� >� °; Grade �� = Methoc! A gr € Mm.�� ' Max Min Max. Min. Max. M�n. RAax. ° Min. 11�ax M�n. Nlax. 11Ain Max Tests on Emulsified Asphalts Viscosity SFS T 59 20 100 20 100 @ 77°F(25°C) Viscosity SFS T 59 20 100 150 400 50 450 50 450 50 450 @ 122°F (50°C) Storage T 59 1 1 1 1 1 1 1 stabdity test 1 day % Demulsibdity 35 ml 0 8% sodwm dioctyl sulfosuccinate T 59 40 40 ,% Particle 59 Pos Pos os Pos os osb Posb charge test Sieve Test, % 59 10 10 10 10 10 10 10 Cement T 59 2 0 2 0 mixing test, % Distdlation Od distdlate by vol T 59 3 1 5 3 20 12 12 of emulsions % AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 59 ' Revised 8/27/13 Cationic Emulsified Asphalt Table � s � � ; < r� � , � ' � �� E'�� '�r�`�d=� � �� : � �� ° ° � F�� '"s �'d � �� ,� �,� � � _�� _ Rap�d Sett�ng � Medium Setiing i � �` #� �� Siow Settin9, �� =`�� ;��,�;� x� Q�s a �� ' ; ��u �� a �- �_� _ � ° '�: _ — ;��7'i � ° ',�S �w �. �� a °�r�, Z ^�. ° �;xi a r+a � "� r "� �� TYPe � � � Ya �CRS-1 �,� � � 3,� CRS-2�s' = CMS-2S CMS-2 CMS-2h CSS=1� �CSS-1h ' s � �AASHTO Test � , � ' _ ` � ° ° , - � � � � ° � � �- Grade�` E Method � M�n. IVlax fiAm. Max. Mhn. Max. Mm Max. a Min: Max Min. Ma�c. Min M�: '�«,r�.� � �� ; �,�� :; � � � � r -= z � ° � � � ° °e �.� � �� Residue, % T 59 60 65 60 65 65 57 57 Tests on residue from distdlation tests PenetraUon, T 49 100 250 100 250 100 250 100 250 40 90 100 250 40 90 77°F (25°C) Ductihty, 77°F (25°C) T 51 40 40 40 40 40 40 40 5 cMmin , cm Solubdiiy in tnchloroethyle T 44 97 5 97 5 97 5 97 5 97 5 97 5 97 5 ne, % The demulsibdity test shall be made �nnthin 30 days from date of shipment If the particle charge test for CSS-1 and CSS-1 h is inconclusive, matenal having a maximum pH value of 6 7�nnll be acceptable 9-02.1(6)A Polymerized Cationic Emulsified Asphalt CRS-2P The first paragraph (except for the table) is revised to read CRS-2P shall be a polymerized catiornc emulsified asphalt The polymer shall be milled into the asphalt or emulsion during the manufacturing of the emulsified asphalt CRS-2P shall meet the following requirements Footnote 1 below the table is revised to read 1 Distdlation modified to use 300 grams of emulsified asphalt heated to 350°F ± 9°F and ' mamtained for 20 minutes 9-02.1(8) Flexible Bituminous Pavement Marker Adhesive The fifth row in the table is revised to read Ductility, 39 2°F, 1 cm/minute, cm AASHTO T 51 5 Min 9 Anti Additive This section is revised to read Anti-stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL) AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 8/27/13 8 � �I ' � Page 60 ' lJ ' , , ' ' � ' ' � ' �J , ' , ' � � ' Section 9-03, Aggregates August 5, 2013 9-03.1(1) General Requirements The eighth paragraph is deleted 9-03.6 Aggregate for Asphalt Treated Base (ATB) This section including title is deleted m its entirety and replaced with the following Vacant 9-03.8(4) Blending Sand This sections including title is revised to read Vacant 9-03.13 Backfill for Sand Drains This section is supplemented with the following That portion of backfill retained on a No 4 sieve shall not contain more than 0 05 percent by weight of wood waste 9-03.13(1) Sand Drainage Blanket The last paragraph is revised to read That portion of backfill retained on a No 4 sieve shall not contain more than 0 05 percent by weight of wood waste 9-03 14(1) Gravel Borrow Note' is deleted, including the reference in the table 9-03.14(2) Select Borrow Note' is deleted Note 2 is re-numbered Note', including the reference in the table AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 61 Revised 8/27h3 � 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section mcluding title is revised to read Gravel Borrow for Structural Earth Wall All backfill material within the reinforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from orgarnc 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 Geosynthehc Metall�c Reinforcement Reinforcement S�eve Size Percent Passin Percent Pass�n 4 99-100 2 75-100 1 '/a "' 99-100 1 " 90-100 No 4 50-80 50-80 No 40 30 max 30 max No 200 7 0 max 7 0 max Sand E uivalent 50 rrun 50 rrun All percentages are by weight Property Test Method Geosynthehc MetaWc Reinforcement Reinforcement Re u�rements Re uirements Los Angeles Wear AASHTO T 96 35 percent max 35 percent max 500 rev Degradahon Factor WSDOT Test Method T 15 rrun 15 irun 113 Resishvity WSDOT Test Method T 3,000 ohm-cm, 417 rtun pH WSDOT Test Method 4 5-9 5-10 113 Chlondes AASHTO T 291 100 m max Sulfates AASHTO T 290 200 m max If the resistivity of the gravel borrow equals or exceeds 5,000 ohm-cm, the specified chloride and sulfate limits may be waived Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive 9-03.21(1) General Requirements The first sentence m 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 ' ' ' � � ' � � � Page 62 ' ' � ' � �_ ��I � ' � ' , ' ' 1 ' � ' ' � 9-03.21(1)C Vacant This section includmg title is revised to read 9-03 21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional reqwrement that the glass cullet is limited to the maximum amounts set in Section 9-03 21(1)E for recycled glass Pnor to use the Contractor shall provide certification to the ProJect Engineer that the recycled glass meets the physical properties and deleterious substances requirements m AASHTO M-318 9-03.21(1) E Table on Maximum Allowabie Percent (By Weight) of Recycled Material In the table, the row containing the item "Aggregate for Asphalt Treated Base (ATB)" is deleted 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" begmrnng with the item "Ballast" and continumg down until the last item in the table Section 9-04, Joint And Crack Sealing Materials January 7, 2013 9-04.2 Joint Sealants This section is supplemented with the following new sub-sections 9-04.2(3) Polyurethane Sealant Polyurethane sea(ant shali 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 determmed 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 seetions number is revised to read 9-04.10 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 63 , Revised 8/27/13 � Section 9-05, Drainage Structures, Culverts, and Conduits January 7, 2013 9-05.0 Acceptance by Manufacturer's Certification This section mciuding title is revised to read 9-05.0 Acceptance and Approval of Drainage Structures, and Culverts The Dramage Structure or Culvert may be selected from the Qualified Products List, or submitted usmg a Request for Approval of Materials (RAM) m accordance with Section 1-06 Certain dramage 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 matenal 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 Fitt6ngs (12 Inch Through 60 Inch} This section is supplemented with the following Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportat�on 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 underdram 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 iVTPEP 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 underdram pipe manufacturers shalf 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 displaymg they are NTPEP compliant 9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 � � ' , LJ ' � , � � LJ � L�J � � , � Page 64 ' ' , '�� ' The second paragraph is revised to read 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 mstalled on the coupling or on the pipe by the qualified manufacturer This section is supplemented with the followmg pipe manufacturers shall participate in the National n Program (NTPEP) work plan for HDPE (High Density and be listed on the NTPEP audit website displaying they Corrugated polyethylene culvert ' Transportation Product Evaluatio Polyethylene) Thermoplastic Pipe 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 Fittmgs shall be blow molded, rotational molded, or factory welded � i� �I ' u This section is supplemented with the following Corrugated polyethylene cuivert 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 �oints 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 ' , ' ll ' Qualification for each producer of polypropylene storm sewer pipe requires �oint system conformance to ASTM D 3212 using elastomeric gaskets conformmg to ASTM F 477 and a formal quality control plan for each plant proposed for consideration A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the pro�ect The certificate shall clearly identify production lots for all matenals represented The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 65 ' Revised 8/27113 This section is supplemented with the following new sub-sections 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements 1 2 3 4 For dual wall pipe sizes up to 30 mches ASTM F2736 For triple wall p�pe sizes from 30 to 60 inches ASTM F2764 For dual wall profile pipe sizes 36 to 60 inches AASHTO MP 21, Type S or Type D Fittmgs shall be factory welded, in�ection molded or PVC 9-05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sarntary sewer pipe shall conform to the following requirements 1 2 3 For pipe sizes up to 30 inches ASTM F2736 For pipe sizes from 30 to 60 inches ASTM F2764 Fittings shall be factory welded, in�ection molded or PVC Section 9-06, Structural Steel and Related Materials April 1, 2013 9-06.5(3) High Strength Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563", "AASHTO M 164" is revised to read "ASTM A 325", "AASHTO M 293" is revised to read "ASTM F 436", "AASHTO M 253" is revised to read "ASTM A 490", and "AASHTO M 298" is revised to read "ASTM B 695" 9 Anchor Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563" Section 9-07, Reinforcing Steel August 6, 2012 9 Wire nAesh The first sentence in the first paragraph is revised to read Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete Section 9-10, Piling April 2, 2012 9-10.4 Steel Pile Tips and Shoes In the first paragraph "ASTM A 148 Grade 60-90" is revised to read "ASTM A 148 Grade 90-60" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 66 Revised 8/27/13 I I � , ' ' � , , ' ' � ' ' � I � ,'� ' ' ' ' � Section 9-13, Riprap, Quarry Spalls, Slope Protection, & Rock for Erosion and Scour Protection and Rock Walls April 1, 2013 9-13.5(1) Semi-Open Concrete Masonry Units Slope Protection In this section, "ASTM C 90" is revised to read "ASTM C 1319" Section 9-14, Erosion Control and Roadside Planting August 5, 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 m Section 9-14 4(7) The third and fourth rows in Table 1 is revised to read Heavy Metals EPA 6020A Total Metals Anhmony - < 4 mg/kg Arseruc - < 6 mg/kg Banum - < 80 mg/kg Boron - < 160 mg/kg Cadrruum - < 2 mg/kg Total Chrorruum - < 4 mg/kg Copper - < 10 mg/kg Lead - < 5 mglkg Mercury - < 2 mg/kg Nickel - < 2 mg/kg Seleruum - < 10 mg/kg StronUum - < 40 mg/kg Zinc - < 30 m Water Holding ASTM D 7367 800 percent rrurumum Ca acit 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 67 ' Rev�sed 8/27h3 ,.„ 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 Compost material shall be tested in accordance with U S Composting Councd Testmg 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 S�eve S�ze Percent Passin Minimum Maximum 1" 100 5 �s" 90 100 '/4" 75 100 Note Maximum particle length of 4 inches Medium compost shall meet the following gradation Sieve Size Percent Passin M�n�mum Ma�mum 1" 100 ,8 85 i o0 '/a" 70 85 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 "Orgarnc 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 Pass�n Mmimum Max�mum 2" 100 1" 90 100 �/4" 70 100 '/4" 40 60 e ' e � � �� 1 Note Maximum particle length of 6 inches Coarse compost shail 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 befinreen 6 0 and 8 5 when tested in accordance with U S , Composting Councd TMECC 04 11-A, "1 5 Slurry pH" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised B/27/13 ' � Page 68 , ■. 1 , 3 Physical contaminants, defined in WAC 173-350 (plastic, concrete, ceramics, metal, etc ) shall be less than 0 5 percent by weight as determined by U S Composting Councd 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 Councd TMECC 05 07A "Loss-On-Ignition Organic Matter Method (LOI)" , 5 Soluble salt contents shail be less than 4 0 mmhos/cm when tested in accordance with U S Compostmg Counc�l TMECC 04 10 "Electrical Conductivity" ' � ' � 7 Maturity shall be greater than 80 percent in accordance with U S Composting Councd TMECC 05 05-A, "Germination and Root Elongation" Stability shall be 7-mg CO2—C/g OM/day or below in accordance with U S Compostmg Councd TMECC 05 08-B "Carbon Dioxide Evolution Rate" 8 The compost product shall origmate from organic feedstocks as defined in WAC 173 « „ ,� „ « „ « 350 as Wood waste , Yard debris , Post-consumer food waste , Pre-consumer animal-based wastes", and/or "Pre-consumer vegetative waste" 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 ' Councd 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 , � ' � C ' ' ' ' u 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 m 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 m 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 m accordance with WAC 173-308 (Biosolids Management) 9-14.5 Erosion Control Devices This section is supplemented with the following new sub-section 9-14.5(9) High Visibility Silt Fence High visibdity sdt fence shall be a mirnmum of 5 feet in height, high visibdity orange, UV stabilized and shall meet the geotextile requirements in Section 9-33 Table 6 Support posts shall be in accordance with the Standard Plans The posts shall have sufficient strength and durability to support the fence through the life of the pro�ect AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 69 , Revised 8127/13 9-14.5(1) Polyacrylamicle (PANID The fourth sentence is replaced with the following two new sentences The minimum average molecular weight shall be greater than 5-mg/mole The charge density shall be no less than 15 percent and no greater than 30 percent 9-14.5(2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following 9-14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span not to exceed 2 years The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9-14 5(2)B, 9-14 5(2)C and 9-14 5(2)D 9-14.5(2jA 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 forApproval of Matenals (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 � Table 6 Requirements for Slopes Properties ASTM Test Niethod Steeper than 3 1 Protectmg Slopes from ASTM D 6459 C factor = 0 04 maximum for Rainfall-Induced Erosion cumulative R-Factor<231 Sod tested shall be sandy loam as defined by the NRCS** Soil Texture Tnangle Mass Per Unit Area ASTM D 6475 7 6 oz /sq yd mirnmum Light Penetration ASTM D 6567 44 % maximum Tensde Strength MD x XD* ASTM D 6818 10 0 x 6 0 pounds/mch mirnmum Tensile Elongation MD x XD* ASTM D 6818 38% x 33% maximum "MD is Machine Design and XD is Cross Direction "*Natural Resource Conservation Services AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 � CI , � � , , 1 � Page 70 ' il I� ' � ' I�J , � ' ' I� � ' � ' 9-14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3 1(H � Table 7 Slope Flatter than 3 1 Properties ASTM Test Method Requirements Protecting Slopes from ASTM D 6459 C factor = 0 15 maximum for Rainfall-Induced Erosion cumulative R-Factor<231 Sod tested shall be sandy loam as defined by the NRCS** Soil Texture Triangle Mass Per Unit Area ASTM D 6475 7 6 oz /sq yd mmimum Light Penetration ASTM D 6567 40% maximum Tensde Strength MD x XD* ASTM D 6818 6 5 x 2 3 pounds/inch mmimum Tensde 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)D Biodegradable Erosion Control Blanket for Ditches Table 8 Properties Test Method Requirements Performance in Protecting ASTM D 6460 Limiting Shear (T�,m�t) = 2 0 psf Earthen Channels from Sod tested shall be sandy minimum Stormwater-Induced Erosion loam as defined by the NRCS** Limiting Velocity (V�,m�) = 7 5 ft/sec Sod Texture Triangle flow mmimum Mass per Urnt Area ASTM D 6475 7 4 oz / sq yd minimum Light Penetration ASTM D 6567 65 % maximum Tensde Strength MD x XD* ASTM D 6818 9 6 x 3 2 Ibs/inch mirnmum Tensile Elongation MD x XD" ASTM D 6818 38% x 33% maximum *MD is Machme Design and XD is Cross Direction **Natural Resource Conservation Services AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 71 ' Revised 8/27h 3 9-14.5(3) Clear Plastic Covering This section mcluding title is revised to read Plastic Covermg Plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting 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 wddlife 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 Matenals Wattle Check Dam 9-14 5(5) Compost Sock Check Dam 9-14 5(6) Coir Log Check Dam 9-14 5(7) � The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer 1 2 Made of natural plant fiber Netting if present shall be biodegradable 3 Straw bales shall not be used as check dams 9-14.5(4)B Non-biodegradable Check Dams Non-biodegradable check dams shall meet the followmg requirements 1 Geotextile materials shall conform to section 9-33 for silt fence 2 Other such devices that fulfill the reqwrements of section 9-14 5(4) and shall be ' approved by the Engineer prior to installation 9-14.5(5) Wattles The second sentence in the first paragraph is revised to read Wattle shall be a minimum of 8-inches m diameter The first sentence in the second paragraph is revised to read � � � Compost filler shall be Medium Compost and shall meet the material requirements as specified in Section 9-14 4(8) The last paragraph is revised to read Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pme species Wood stakes shall be 2 by 2-inch nominal dimension and a minimum 24 mches in length AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27h 3 ' , � � Page 72 ' ' , �� ' � ' ' ' � ' 9-14.5(6) Compost Socks In this section, "Coarse Compost" is revised to read "Medium Compost" The last paragraph is revised to read Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or pine species Wood stakes shall be 2 by 2-inch nominal dimension and a mmimum 24 inches in length 9-14.5(8) High Visibility F'encing The first paragraph is revised to read High visibility fence shall be UV stabdized, orange, high-density polyethylene or polypropylene mesh 9-14.6(1) Description In item No C in the fourth paragraph, "22-inch" is revised to read "2-inch" Section 9-15, Irrigation System April 1, 2013 9-15.1(2) Polyvinyl Chloride Pipe and Fittings In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785" Section 9-16, Fence and Guardrail August 5, 2013 9 Post Material for Chain Link Fence The first paragraph is revised to read � Except as noted otherwise, post material shall conform to the requirements of AASHTO M 181, Type 1(zinc-coated steel), Grade 1 or 2, and shall include all round and roll-formed material (line posts, brace posts, end posts, corner posts, and pull posts) ' ' ' ' �� L� �J � The last sentence in the fourth paragraph is deleted 9-16.1(1)C Tension Wire and Tension Cable This section mcluding title is revised to read 9-16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181 Tension wire galvarnzing shall be Class 1 9 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 73 ' Revised 8/27/13 9-16.2(2) Approval This section is deleted 9-16.3(2) Posts and Blocks The first sentence m the first paragraph is revised to read Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), or ammoniacal copper zinc arsenate (ACZA), treated timber, or galvanized steel (galvanized steel posts only — no blocks) The following reference is deleted from the third paragraph ACA 0 50 Ibs pcf The sixth paragraph is deleted 9-16.4(2) Wire Mesh This section is revised to read The galvanized wire mesh shall be a Style 1 double-finnsted hexagonal mesh conforming to ASTM A 975 with 8 by 10 opernng, 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 �/4- inch-diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvarnzed in accordance with ASTM A1023 Each lot of wire rope shall be accompanied by a Manufacturer's Cert�ficate of Compliance, a mdl certificate, and a test report showing the wire rope meets the mirnmum breaking force requirements of ASTM A 1023 9-16.4(4) Hardware This section is revised to read Weldless steel nngs shall be dro{�forged steel and heat treated after forging, have a smgle pull, working load limit of at least 10,000 Ibs, and meet performance requirements of Federal Specification RR-C-271 D Type VI Thimbles reqwred for all wire rope loops shall be standard weight, galvanized, and meet performance requirements of Federal Spec�ication FF-T-276b Type II Wire rope clips shall have dro�forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF-C-450 Type I Class 1 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 74 Rev�sed 8/27M 3 ' ' � , II ' , � 9 Hog Rings and Tie Wire This section including title is rewsed 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 conformmg to ASTM A 641 9-16.4(6) Grout This section includmg 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 remforcement bars conforming to either Section 9-07 2 or Section 9-07 11 Threaded bar ground anchors shall be either epoxy-coated in accordance with Sections 6-02 3(24)H and 9-07 3 or galvanized after fabrication in accordance with ASTM A 767 Class I Hollow-core anchor bars shall have continuous threads/deformations and be fabricated from steel tubing conformmg to ASTM A 519 Couplers and nuts shall provide 100% of the guaranteed minimum tensde strength of the hollow core anchor bars Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after � fabncation in accordance with AASHTO M 111 Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9-0711 Nuts shall be galvanized after fabrication in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware L' ' LJ ' Grout for ground anchors shall be Grout Type 2 for Nonshnnk Applications, conforming to Section 9-20 3(2) Concrete for soil anchor deadmen shall be either commercial concrete conforming to Section 6-02 3(2)B or Class 3000 conforming to Section 6-02 Steel reinforcing bars for sod 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 9-16.6(3) Posts This section is revised to read , Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3 65 pounds per Imear 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 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 pipes 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 � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 75 ' Revised 8/27/13 Posts provided for glare screen wdl have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent This tolerance wdl apply to each individual post All posts shall be galvarnzed in accordance with AASHTO M 181 Section 32 The mmimum 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 mcluding title is revised to read 9-16.6(5) Vacant 9 Cable and Tension Wire Attachments This section including title is revised to read 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 3 /�-inch diameter for tension wire and of sufficient length to fasten to the type of posts used Turnbuckles shall be of the shackle end type, '/Z inch diameter, with standard take- up of 6 inches and provided with �/8 inch diameter pins 9 Fabric Bands and Stretcher Bars The first paragraph is revised to read Fabric bands shall be %e inch by 1 inch nominal Stretcher bars shall be 3 /,s inch by g/ inch nominal or 5 /,s inch diameter round bar nominal A 5 /�s mch 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 multiplymg 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 9-16.7 Vacant This section including title is deleted in its entirety 9-16.8 Weathering Steel Beam Guardrail This section including title is deleted in its entirety 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 76 Rewsed 8/27/13 ' 1 ' l_ 1 ' , , ' , ' 1 ' ' l! , ' , ' 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" Section 9-23, Concrete Curing Materials and Admixtures August 5, 2013 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss° is revised to read "water retention" 9-23.6(9) Type S Specific Performance Admixtures The first sentence is revised to read the following finro new sentences Type S Specific PerFormance admixtures are limited to ASR-mitigatmg, viscosity modifying, shrinkage reducmg, rheology-controllmg, and workability-retairnng admixtures They shall conform to the requirements of ASTM C 494 Type S Section 9-26, Epoxy Resins August 5, 2013 9-26.3(1)A Traffic Bearing Applications The first sentence in the first paragraph is revised to read Epoxy grout/mortar/concrete for traffic bearing applications shall have a 7-day compressive strength of not less than 4,000 psi when tested in accordance with ASTM C 579 Section 9-28, Signing Materials and Fabrication April 1, 2013 9-28.14(2) Steel Structures and Posts u AASHTO M 291 is revised to read ASTM A 563 and AASHTO M 293 is revised to read "ASTM F 436" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 77 ' Revised 8/27/13 Section 9-29, Illumination, Signal, Electrical August 5, 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 responsibdity for identifymg 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 wdl advise the plant manager If the corrective action is not acceptable to the Engineer, the unit(s) will be re�ected 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, hardware, lid, frame, reinforcement, and box dimensions The shop drawings shall be prepared by (or under the supervision ofl a Professional Engineer, licensed under Title 18 RCW, State of Washington, m the branch of Civd or Structural, and each sheet shall include the following Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration E 3 The initials and dates of all participating design professionals 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, origmal seal, registration number, and date of expiration For each type of �unction box, or whenever there is a change to the �unction box design, a proof test, as defined in this Specification, shall be perFormed and new shop drawmgs submitted 9-29.2(1)A Standard Duty Junction Boxes The first paragraph is supplemented with the following All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surFaces Non-slip lids and frames shall be hot dip galvanized in accordance with AASHTO M 111 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 78 Revised 8/27/13 ' , ' ' , 1 ' ' � ' ' ' ' ' 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 mhibiters or painted with a shop applied, inorgarnc zinc primer in accordance with Section 6-07 3, or hot-dip galvanized in accordance with AASHTO M 111 Concrete used m 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 s/e by 3 inches long, as spec�fied m 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 finro equally spaced on each length of the box Matenals for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following Materials Requirement Concrete Section 6-02 Reinforcmg Steel Section 9-07 Fiber Remforcing 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 Anchors (studs) Section 9-06 15 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 drawin Locking and Latching In accordance with approved shop Mechanism Hardware drawmgs and Bolts , 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 fadure when tested m accordance with Section 9-29 2(1)C ' ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 79 ' Revised 8/27113 ra The Heavy-Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer m 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 complymg with ASTM A 572, Lid grade 50 orASTM A 588, and having a min CVN toughness of 20 ft-Ib at 40 de rees F Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min CVN toughness of 20 ft-Ib at 40 de rees 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 A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with a roved sho drawin Hinges and Locking and � 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 bearmg 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 bearmg 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 �unction boxes, cable vaults and pull boxes Junction boxes, cable vaults and pull boxes shall be tested by an mdependent matenals testmg facility, and a test report issued documentmg the results of the tests performed The second paragraph is revised to read For concrete �unction 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 furrnshed to the AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 8/27h3 u �i 'J �l ' ' ' ' � Page 80 ' � ' ' � , � , , � , L� �_��' ' ' ' ' ' ' Contracting Agency certifymg that the box and cover meet or exceed the loadmg requirements for a concrete �unction box, and shall mclude the following information Product identification 2 Date of testing 3 Description of testing apparatus and procedure 4 5 6 7 All load deflection and fadure data Weight of box and cover tested Upon completion of the reqwred test(s) the box shall be loaded to failure A brief description of type and location of fadure The third paragraph is revised to read For non-concrete �unction boxes the mdependent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment The test shall be conducted m 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 furrnshed to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a non- concrete �unction 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 data 5 Weight of box and cover tested The first paragraph following the title "Testing for the Standard Duty Non-Concrete Junction Boxes" is revised to read Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test load mirnmum of 22,500 Ibs In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non-concrete �unction box installed 9 Standard Duty and Heavy 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 mterchangeable and both shall fit the same box as shown m the Standard Plans The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductde 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 81 ' Revised 8/27/13 r` Title 18 RCW, State of Washington, in the branch of Civd or Structural, and each sheet shall carry the following � 3 Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration The irntials and dates of all participatmg design professionals Clear notation of all revisions includmg identification of who authonzed 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 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 m Section 9-06 15, to the frame The wire fabric shall be attached to the studs and frame with standard tie practices The vaulUbox 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 finro 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 zmc 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 galvarnzed Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following Materials Requirements Concrete Section 6-02 Reinforcmg 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, orASTM A 1011 Grade SS AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 8/27/13 C� � , ' � Page 82 ' r� � �� ' � LJ ' 1 , i� � ' , ' � ' ' ' ' 9 Heavy 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 mmimum compressive strength of 4,000 psi, and have a minimum vertical load ratmg 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 9 Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563", "AASHTO M 164" is revised to read "ASTM A 325", and "AASHTO M 293" is revised to read "ASTM F 436 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 in accordance with ANSI C136 15-2011 Legends shall be sealed with transparent fdm resistant to dust, weather, and ultraviolet exposure 9-29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 83 ' Revised 8/27/13 9-29.13 Traffic Signal Controllers This section and all sub-sections including title is revised to read 9-29 13 Control Cabmet Assemblies Control cabinet assemblies shall include all necessary equipment and auxdiary equipment for controlling the operation of traffic signals, programmable message signs, illumination systems, ramp meters, data stations, CCN, and simdar systems as required for the specific application Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California Department of Transportation "Transportation Electrical Equipment Specifications° (TEES) dated March 12, 2009 as defined in this specification 9-29.13(1) Environmental, Performance, and Test Standards for Solid-State Traf�c Controller Assemblies The scope of this Specification includes the controller of solid-state design installed in a weatherproof controller cabmet The controller assembly mctudes the cab�net, controller unit, load switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters, vehicle detectors, coordination equipment and interFace, and preemption equipment NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards Normal operation wdl be required whde the control assembly is sub�ected to any combmation of high and low environmental limits (such as low voltage at high temperature with high repetition noise transients) All other control equ�pment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specdications" (TEES) dated March 12, 2009 The Contractor shall fumish to the Contracting Agency all guarantees and warranties furnished as a normal trade practice for all control equipment provided 9-29 13(2) Manufacturing Quality The fabncator of the Control, cabinet Assemblies shall perform quality control (QC) inspections based on their QC program Their QC program shall be submitted and approved by WSDOT at least annually The fabricator of the controller shall certify that the controller meets all requirements of the Standard Specificat�ons and Speaal Provisions for the specific application The QC program shall include, but not be limited to, the following Quality Statement 2 3 4 5 Individual responsible for quality (orgarnzational chart) Fabrication procedures Test procedures Documented mspection reports 6 Documented test reports 7 Certification package AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 84 Revised 8/27/13 � ' ' �� ' , � , � � , � � � � 9-29.13(2)A Traffic Signal Controller Assembly Testing Each tra�c signal controller assembly shall be tested as follows The supplier shall Seven days prior to shipping, arrange appointment for controller cabinet assembly, and testing at the WSDOT Materials Laboratory or the facility designated in the Special Provisions 2 Assembly shall be defined as but not limited to tighternng all screws, nuts and bolts, ver�fying that all winng is clear of moving parts and properly secured, mstalling all pluggables, connecting all cables, Verify that all Contract required documents are present, proper documentation is provided, and all equipment required by the Contract is installed 3 The assembly shall be done at the designated WSDOT facdity in the presence of WSDOT personnel 4 The supplier shall demonstrate that all of the functions required by this Specification and the Contract Plans and Special Provisions perform as intended Demonstration shall include but not be limited to energizing the cabmet and verifying that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Prov�sions) operate in accordance with Section 9-29 13 The supplier shall place the controller in mmimum recall with interval timing set at convenient value for testmg purposes Upon a satisfactory demonstration the controller assembly will then be accepted by WSDOT for testing 5 If the assembly and acceptance for testing is not complete within 5 working days of delivery, the Pro�ect Engineer may authorize the return of the assembly to the supplier, with collect freight charges to the supplier 6 The Contractor wdl be notified when the testing is complete, and where the assembly is to be picked-up for delivery to the pro�ect , 7 The supplier has 5 workmg days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency A fadure shall be defined as a component that no longer functions as intended under the conditions required or does not meet the requirements of the Contract Specifications and is at the sole discretion of WSDOT 8 Any part or component of the controller assembly, including the cabinet that is re�ected shall not be submitted for use by WSDOT or any City or County in the State of Washington 9-29.13(3) Traffic Signal Controller ' The traffic signal controller shali conform to the Contract requirements and the applicable Specifications as listed below All solid-state electronic traffic-actuated controllers and their supplemental devices shali employ digital timing methods � � � � � A NEMA control and all auxiliary equipment shall conform to current NEMA TS1 or TS2 Specification Every pin of every connecting plug shall be utdized as described within the NEMA requirement, except that those pms identified as "spare" or "future" shall remain unused AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 85 Revised 8/27/13 B Type 170E controllers shall conform to the TEES The 170E controller shall be provided with a program card, one blank ROM chip, and finro 64K non-volatde memory chips C Type 170E/HC-11 controllers shall conform to the current Oregon Department of Transportation Specification for model 170E/HC-11 controiler The 170E controller with the HC11 chip shall be compatible with the software specified in the Contract The controller shall be provided with one ROM chip and one 64K non-volatile memory chip D Vacant E Type 2070 controllers shall conform to the TEES The standard 2070 controller shall consist of the following 2070 2070E 2070N1 2070-5 VME ��" ca e ` 2070-1 E CPU 2070-1 E CPU 2070-1 E CPU Card Card Card � 2070-3B Front 2070-36 2070-36 Front Panel Panel Front Panel 2070-4 Power 2070-4 Power 2070-4 Power Su I Su I Su I 2070-2A Field 2070-2A Field 2070-26 Field I/O I/O I/O X X 2070-8 I nterface 9-29.13(4) Traf�c-Signal Controller Software All traffic signal controllers shall operate with software specified in the contract Traffic-actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections If the complete traffic controller defined in the Special Provision requires NTCIP compliance the following are the mirnmum requirements for NTCIP operation Communication The traffic controller hardware and software shall communicate with the central computer m a polled multi-drop operation In the polled multi-drop operation, several tra�c controllers shall share the same commurncation channel, with each controller assigned a unique ID number Controller ID numbers shall conform to the NTCIP requirements for address numbers A traffic controller shall only reply to messages labeled with its ID In polled multi-drop mode, traffic controllers never mitiate commurncation, but merely transmit their responses to messages from the central computer A laptop computer connected to the traffic controller's local communication port shall have the same control and diagnostic capabilities as the central computer However, local laptop control capability shall be limited to that traffic controller AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 86 Rev�sed 8/27/13 , NTCIP Requirements ' The traffic controller software shall comply with the National Transportation Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein ' � , , LJ ' ' ' ' ' , ' C � ' t The traffic controller software shall support the following standards 1 2 3 4 NTCIP 1101, S�mple Transportat�on Management Framework (STMF), Conformance Level 1(Simple Nefinrork Management Protocol (SNMP)) NTCIP 2001, Class B Profile All serial ports on the device shall support communications according to these standards NTCIP 2101, SP-PMPP/RS232 Point-to-Multi-Point Protocol (PMPP) NTCIP 2201, NTCIP TP-Null Transport Profde Null (TP-NULL) The traffic controller software shall implement all mandatory ob�ects of all mandatory conformance groups as defined in NTCIP 1201, Global Ob�ect Defin�t�ons, and NTCIP 1202, Ob�ect De�n�t�ons for Actuated Traffic S�gnal Controller Un�ts Software shall implement the following conformance groups NTCIP 1202, Ob�ect DefinitionsforASC Conformance Grou Reference Confi uration 1201 2 2 Time Mana ement Time Base Event Schedule Re ort 2 5 Phase 1202 2 2 Rin s 2 8 Detector 2 3 Unit 2 4 Preem t 2 7 Time Base 2 6 Coordination 2 5 Channel 2 9 Overla s 2 10 The software shall implement the followmg optional ob�ects 0 Ob�ects required by these specifications shall support all values within its standardized range The standardized range is defined by a size, range, or enumerated listing indicated in the ob�ect's SYNTAX field and/or through descnptive text in the ob�ect's description field The following list indicates the modified obJect requirements for these ob�ects AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 87 ' Revised 8/27/13 Ob�ect Ob�ect Minimum Name ID Re uirements Global Confi uration moduleT e Value 3 Database Mana ement dBCreateTransaction All Values dBErrorT e All values Time Mana ement IobslDa li htSavin s Values 2 and 3 Timebase Events Schedule maxTimeBaseScheduleEntries 16 MaxDa Plans 15 MaxDa Events 10 Re ort maxEventLo Con ifs 50 MventConfi Mode Values 2 thru 5 mventConfi Action Values 2 and 3 MaxEventLo Size 255 MaxEventClasses 7 PMPP maxGrou Address 2 ASC Phase maxPhases 8 PhaseStart Values 2 thru 6 hase0 tions All Values maxPhaseGrou s 1 Rin s maxRin s 2 maxSe uences 16 Detector maxVehicleDetectors 64 vehicleDetector0 tions All Values maxPedestrianDetector 8 Urnt unitAutoPedestrianClear All Values unitControlStatus All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 S ecial Function maxS ecialFunctionsOut uts 8 Coordination coordCorrectionMode Values 2 thru 4 coordMaximumMode Values 2 thru4 coordForceMode Values 2 and 3 maxPatterns 48 atternTableT e Either 2,3 or 4 maxS lits 16 s IitMode Values 2 thru 7 IocalFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 \ Preem t maxPreem ts 4 reem tControl All Values reem tState Values 2 thru 9 Overla s maxOveria s 4 overla T e Value 2 and 3 maxOverla statusGrou 1 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 88 Revised 8/27/13 � � ' ' ' � ' ' ��I � Ob�ect Ob�ect Minimum Name ID Re uirements Channels maxChannels 16 channelControlGrou Values 2 thru 4 channelFlash Value 0,2,4,6,8,10,12 and 14 channelDim Values 0 thru 15 maxChannelStatusGrou 2 TS 2 Port 1 maxPortAddresses 18 ort1Table Values 2 and 3 * values m excess of the mirnmum requirement are considered to meet the specification Documentation Software shall be supplied with all documentation on a CD ASCII versions of the following Management Information Base (MIB) fdes in Abstract Syntax Notation 1(ASN 1) format shall be provided on CD-ROM The official MIB Module referenced by the device functionality 2 A manufacturer-specific version of the official MIB Module with the non- standardized range mdicated in the SYNTAX field The fdename shall match the official MIB Module, with the extension "spc" 3 A MIB Module of all manufacturer-specific ob�ects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field 9-29.13(5) Flashing Operations ' All traffic signals shall be equipped for flashmg operation of signal displays Controliers and cabinets shall be programmed for flashing red displays for all approaches Dunng flashing operation, all pedestrian circuits shall be de-energized ' —, L I ' � ' , � ' Actuated traffic signal control mecharnsms shall be capable of entry mto flash operation and return to stop-and -go operation as follows Terminal Strip Input (Remote Flash) When called as a function of a terminal strip input, the controller shall provide both sequenced entry mto flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traific Control Devices 2 Police Panel Switch When the flash-automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash, and, the controller shall have a stop time input applied When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop-and-go operations at the beginning of ma�or street green AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 89 ' Rev�sed 8/27/13 3 Controller Cabinet Switches When the flash-automatic switch located inside the controller cabmet is placed in the flash position, the signals shall immediately revert to flash, however, the controller shall not have a stop time input applied When the flash-automatic switch is placed in the automatic position, the controller shall immediately time a 6 second all red period, then resume stop- and-go operation at the beginrnng of the ma�or green 4 Power Interruption On "NEMA" controllers any power mterruption longer than 475 plus or minus 25 mdliseconds, signals shall re-energize consistent with No 2 above to ensure an 6-second itash period pr�or to the start of ma�or street green A power mterruption of less than 475 plus or minus 25 mdliseconds shall not cause resequencmg of the controller and the signal displays shall re- energize without change Type 170 controllers shall re-energize consistent with No 2 above after a power interruption of 1 75 plus or minus 0 25 seconds The 6-second flash period will not be required Any power interruption to a 2070 type controller shall result in a 6 second flash period once power is restored 5 Conflict Monitor Upon detecting a fault condition the conflict morntor shall immediately cause the signai to revert to flash and the controller to stop time After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of ma�or street green 9-29.13(6) Emergency Preemption Immediately after a valid call has been received, the preemption equipment shall cause the controller to termmate the appropriate phases as necessary with the required clearance intervals and enter any programed subsequent preemption sequence Preemption sequences shall be as noted in the Contract 9-29.13(7) W�r�ng D�agrams Schematic wirmg diagrams of the controllers, cabinets and auxdiary equipment shall be submitted when the assemblies are delivered The diagram shall show in detad all arcuits and parts The parts shall be identified by name or number in a manner readdy interpreted Two hard copies of the cabinet wiring diagram and component wir�ng diagrams shall be furrnshed with each cabinet and a pdf file of the cabinet wiring and component drawings The schematic drawing shall consist of a single sheet, detailing all circuits and parts, not to exceed 52-inches by 72-mches The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet Included in the diagram shall be an mtersection sketch identifymg all heads, detectors, and push buttons and a phase diagram 9-29.13(8) Generator Transfer Switch When specified in the contract, A generator transfer switch shall be included The Generator Transfer Switch shall be capable of switching power from a utility power source to an external generator power source The Transfer Switch enclosure shall be of identical materials and dimensions and mstallation methods as the Police Panel type enclosure spec�fied in the first paragraph of Special Provision 9-29 13(10)D except that the enclosure door shall include a spring loaded construction core lock capable of accepting a Best 6-pin CX series core The core lock shall be installed with a green construction core Upon contract completion, two master keys for the construction core shall be delivered to the Engineer AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 90 Revised 8/27/13 ' ' ' ' 1 ' ' ' , ' ' � � 1 ' , � �� The enclosure shall include the following Transfer Switch equipment 1 E 3 One Nema L5-30P Flanged Inlet generator connector One Utdity power indicator light One generator mdicator light 4 Two 30 amp, 120 volt, single pole, single phase, circuit breakers One circuit breaker shall be labeled "Generator" and the other circuit breaker shall be labeled "Utdity" Both labels shall be engraved phenolic name plates 5 A mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time The circuit breakers shall be capable of being independently switched � �• 7 The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve The enclosure door shall be labeled with the letters "GTS" 9-2913(9) Vacant 9-29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9-29.13(10)A Auxiliary Equipment for NEMA Controtters The following auxdiary equipment shall be furnished and installed in each cabinet for NEMA traffiGactuated controllers 1 � 3 A soiid-state Type 3 NEMA flasher with flash-transfer relay which wdl cut in the flasher and isolate the controller from light circwts See Section 9- 29 13(5) for operational requirements Modular solid state relay load switches of sufficient number to provide for each vehicle phase (mcluding future phases if shown in the plans), each pedestrian phase and preemption sequence indicated in the Contract Type P& R cabinets shall mclude a fully wired 16-position back panel Solid-state load switches shall conform to NEMA standards except only optically isolated load switches will be allowed Load switches shall include indicator lights on the input and output arcuits The controller cabinet shall have all cabmet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre-empts, four overlaps (OLA, B, C, D) A power panel with a A control-display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere mirnmum b A 15 ampere accessory breaker wired parallel to the control display breaker The breaker wdl carry accessory loads, including vent fan, cabmet light, plug receptacle, etc c A busbar isolated from ground and unfused for the neutral side of power supply AMENDMENTS TO THE 2012 STANDARD SPECIFICAT(ONS BOOK Page 91 ' Rewsed 8/27/13 d A radio mterference suppresser installed at the input power point Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a m�nimum attenuat�on of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal mstallations The interference filters furnished shall be hermetically sealed in a substantial case filled with a suitable insulating compound Terminals shall be rnckel plated, 10-24 brass studs of sufficient external length to provide space to connect two 8 AWG wires, and shall be so mounted that they cannot be turned in the case Ungrounded terminals shall be insulated from each other and shall maintam a surface leakage distance of not less than '/�-inch befinreen any exposed current conductor and any other metall�c parts with an insulation factor of 100-200 megohms dependent on external circuit conditions Suppressers shall be designed for operations on 5Q amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of the Underwriters' Laboratories and the Radio Manufacturers Association e A Surge Protection Device connected to the controller power circuit for protection aga�nst voltage abnormalities of 1 cycle or {ess duration The Surge Protection Device shall be a solid state high energy circuit contairnng no spark gap, gas tube, or crow bar component The device shall provide transient protection befinreen neutral and ground, line and ground, as well as line and neutral If the protection circuits fad, they shall fad to an open c�rcuit condition The min�mum mterruptmg capacity shall be 10,000 Amps The Voltage Protection Ratmg shall be 600 volts or less when sub�ected to an impulse of 6,000 volts, 3,000 amp source impedance, 8 0/20 microsecond waveform as described in UL 1449 In addition, the device shall dissipate a 13,000 Amp or greater repeated single peak 8/20 microsecond current impulse, and withstand, without fadure or permanent damage, one full cycle at 264 volts RMS The device shall contain circuitry to prevent self-induced regenerative ringing There shall be a failure warrnng indictor which shall illuminate a red light or extinguish a green light when the device has faded and is no longer operable Cabinet ground busbar mdependent (150K ohms minimum) of neutral 4 A police panel located behind the police panel door with a flash automat�c switch and a control-display power line on-off switch See Sect�on 9- 29 13(5) for operational requirements 5 An auxiliary control panel located inside the controller cabinet with a flash- automatic switch and a controller on-off switch See Section 9-29 13(5) for operational requirements A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault interrupter shall also be provided on the panel 6 A conflict monitor conforming to NEMA standards See Section 9-29 13(5) for operational requirements The unit shall monitor conflicting signal indications at the field connection terminals The unit shall be wired in a AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 92 Revised 8/27/13 � ' ' , '�' , LJ , � ' ' � 1 , ' � ' LJ manner such that the signal will revert to flash if the conflict morntor is removed from service Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn-out Supplemental loads shall be installed on the control side of the field terminals Conflict monitors shall include a mmimum of one indicator light for each phase used The morntormg capacity of the urnt shall be compatible with the controller frame size Conflict monitors shall include a program card 7 A"Detector Panel", as specified in Standard Spec�ficat�on Section 9- 29 13(10)B, shall be mstalled The panel shall be mounted on the �nside of the front cabinet door The detector panel shall be constructed as a single urnt 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) shali 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 m the OFF position, respective detector circuits wdl 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 0 D�splay On — Detector indicator lights shall operate consistent with their respective switches Display Off — detector indicator lights shall be de-energized A means of disconnectmg all winng entering the panel shall be provided The disconnect shall include a means to �umper 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 8 Insulated terminal blocks of su�cient number to provide a termination for all field wirmg A minimum of 12 spare terminals shall be provided Field wire connection terminal blocks shall be 600 volt, heavy duty, barner type, except loop detector lead-ms, which may be 300 volt The 600 volt type terminal strips shall be provided with a field-side and a control-side connector separated by a marker stnp The 300 volt type shall have a marker strip, mstalled on the right side of vertical terminal strips or below honzontal terminal strips The marker strip shall bear the circuit number indicated in the plans and shall be engraved Each connector shall be a screw type with No 8 post capable of accepting no less than three 12 AWG wires fitted with spade tips 9 A vent fan with ad�ustable thermostat The mmimum CFM rating of the fan shall exceed three times the cabinet volume 10 VACANT 11 All wiring withm the cabinet, exclusive of wirmg installed by the signal controller manufacturer, shall have insulation conforming to the requirements of Section 9-29 3 Cabinet wiring shall be trimmed to elimmate all slack and shall be laced or bound together with nylon wraps or equivalent All terminals, shall be numbered and permanently identified with AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 93 ' Revised 8/27/13 a PVC or polyolefin wire marking sleeve consistent with the cabmet wirmg diagram provided by the signal controller manufacturer and the Contract The cabinet will be completely wired so that the only requirement to make a field location completely operational is to attach field power and ground wiring Internal cabmet wiring shall not utilize the field side connections of the termmal strip intended for termination of field wires 12 Cabmet wiring diagram and component wirmg diagrams meetmg the requirements of 9-2913(7) shall be furnished with each cabinet Each cabinet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wiring diagrams The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons, and a phase diagram 13 Each vehicle detector amplifier, video detection call isolation unit, phase selector, discrimmator, identified with semi-permanent stick-on type label shall be included a Vehicle DetectorAmplifier Channel Loop number 2 Assigned phase(s) b Ped Call Isolation Urnt Push button number 2 Assigned phase(s) c Load Switches Signal head number 2 Assigned phase(s) d Phase Selectors Circuit Letter 2 Phase(s) called � f ' 'J � � C I � The label shall be placed on the face of the unit It shall not block any switch, light, or operational words on the urnt The lettering on this label shall be neat, legible, and ' easily read from a distance of approximately 6-feet AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/13 � ' output channel pedestrian ' and load switch shall be The following information , � � Page 94 ' � 9-29.13(10)B Auxiliary Equipment for Type 170E, 2070 Assemblies , The following requirements apply to required auxiliary equipment furnished with Type 170E, 170E-HC-11 and 2070 controllers � ' � ' ' ' A Flashers, flash transfer relays, conflict monitor, AC isolators, DC isolators, discrimmator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxiliary control panel switches shall conform to the requirements noted in the TEES B Flashing operation shall conform to Sectian 9-29 13(5), except the 6-second flash period described in Item 2 of that section will not be required Emergency preemption shall conform to Section 9-29 13(6) C Input and output termmals shall be installed with a marking stnp with field wire numbers noted in the Contract embossed on the strip All cabinet and field conductor shall have a PVC or polyolefin wire marking sleeve mstalled, matching the input and output terminals above Marking on sleeves shall be embossed or type written D The input panel terminal blocks TB 2 through TB 9 and associated cable to the input files as described in the TEES shall be provided in all control assemblies E Supplemental load resistor, not less than 2000 ohms and not greater than ' 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn-out � � � � �J ' � ' ' ' An individual supplemental load resistor shall be installed withm the output file, and shall be installed on each of the following terminal circuits FT1-105 SP 4P-Y FT1-111 SP 8P-Y FT2-114 SP 2P-Y FT2-120 SP 6P- FT2-117 SP 3-Y FT2-118 SP 3-G FT2-123 SP 7- FT2-124 SP 7-G FT3-126 SP 1- FT3-127 SP 1-G FT3-132 SP 5-Y FT3-133 SP 5-G F Load switches of sufficient quantity to fully populate the output files shall conform to TEES and shall have indicator lights on input and output circuits G A detection panel, which shall be constructed as a smgle 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 sprmg loaded momentary contact that wdl place a call mto 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 D�splay On — Detector indicator lights shall operate consistent with their respective switches b Display Off — detector indicator lights shall be de-energized AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 95 Revised 8/27/13 A means of disconnectmg all wiring entenng the panel shall be provided The disconnect shall include a means to �umper 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 H A"Detector Termmation and InterFace Panel" shall be provided When viewing the cabinet from the back, the panel shall be located on the upper left hand side of the cabinet The panel shall be electrically located befinreen the "detection Panel" and the C-1 connector The panel shall utdize insulated terminal blocks and each connector shall be a screw type with post Each switchpack socket shall have pin 11 common to Nutral J The AC input Service Panel Assembly (SPA), line voltage fdter, transient surge protection and all neutral bus bars and equipment ground bus bars shall be on the right side of the cabinet, mounted no more that 18 inches from the bottom of the cabinet when viewed from the rear, and meet the requirements described in TEES K The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coded, heat shnnk tipped and labeled for the correct corresponding terminal as CH-13Y/CMU-8, CH-14Y/CMU-11, CH- 15Y/CMU-K, CH-16Y/CMU-N L An "Absence Of Red Programming Assembly" shall be provided There shall be provided on the back panei of the output file, 17 accessible �umper plug attachment areas, made up of three male pins per position (one, for each conflict morntor channel and one for red enable function) Each �umper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right finro pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels The connection between the red morntor board and the conflict monitor shall be accomplished via a 20 pin ribbon cable and the industry standard P-20 connector that attaches on the front panel of the monitor It shall be possible, by inserting and positioning one of the 16 �umper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor There shall be installed on the red monitor board a red fad monitor disable function that controls the 120 VAC red enable signal mto the conflict monitor Durmg stop-and �o operation, 120VAC is sent via pin #20 on the P20 connector to enable red fadure monitoring on the conflict morntor by having the connector moved to the side labeled "Red Enable" If this is disengaged by moving the connector to the side labeled "Red Relay", then 120VAC is removed from pin #20, and the conflict morntor wdl no longer monitor for red fad faults The red enable function will also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor wdl not monitor for red fail faults AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 96 Rewsed 8/27/13 ' � ' ' �� M Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring The neutral bus bars shall be of the style in which a lug is not needed to be applied to the neutral field wire(s) All of the neutral bars shall be secured in accordance with the TEES All neutral bars shall be at the same electrical potential N The main breaker on the SPA shall be provided with a cover to prevent accidental tripping The cover shall be removable and replaceable without the use of tools VACANT O Equipment Branch Breaker —The duplex receptacle on the rear of either PDA #2L or 3L shall be wired in parallel with the ground fault current interrupt receptacle on the front of the power supply The ground fault current mterrupt receptacle being in the "TesY' mode shall not remove power to the rear receptacle 9-29.13(10)C NEMA Controller Cabinets Each NEMA traffic controller shall be housed in a weatherproof cabinet conformmg to the following requirements 1 Construction shall be of 0 073-inch minimum thickness series 300 stainless ' steel or 0 125 minimum thickness 5052 H32 ASTM 6209 alloy aluminum The stainless steel shall be annealed or one-quarter-hardness complying with ASTM A666 stainless steel sheet Cabinets may be finished inside with ' an approved finish coat of exterior white enamel If no other coatmg is specified m the Contract Provisions the exterior of all cabinets shall be bare metal All controller cabinets shall be furnished with front and rear doors � � J ' ��I ' � � � � 2 The cabinet shall contain shelvmg, brackets, racks, etc , to support the controller and auxiliary equipment All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turnmg, tdting, or rotating or relocating one device to remove another A 24 slot rack or racks shall be installed The rack(s) sha11 be w�red for 2 channel ioop detectors and as follows Slots 1& 2 phase 1 loop detectors Slots 3, 4, & 5 phase 2 loop detectors Slots 6& 7 phase 3 loop detectors Slots 8, 9, & 10 phase 4 loop detectors Slots 11 & 12 phase 5 loop detectors Slots 13, 14, & 15 phase 6 loop detectors Slots 16 & 17 phase 7 loop detectors Slots 18, 19 & 20 phase 8 loop detectors Slot 21 upper phase 1 loop detector Slot 21 lower phase 5 detector Slot 22 wired for a 2 channel d�scriminator channels A, C Slot 23 wired for a 2 channel discrimmator, channels B, D Slot 24 wired for a 4 channel discr�minator, wired for channel A, B, C, and D All loop detector slots shall be wired for presence/pulse detection/extension If an external power supply is required m order for the entire racks(s) to be powered it shall be installed All rack(s) slots shall be labeled with engraved identification strips AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 97 ' Rewsed 8/27/13 3 Additional detection utdizing the "D" connector shall be installed in accordance with the Contract The cabmet shall be of adequate size to properly house the controller and all required appurtenances and auxdiary equipment m an upright position with a clearance of at least 3-inches from the vent fan and filter to allow for proper air flow In no case shall more than 70 percent of the cabinet volume be used There shall be at least a 2-mch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall 4 The cabinet shall have an air intake vent on the lower half of the front door, with a 12-inch by 16-inch by 1-inch removable throw away filter, secured in place with a spring-loaded framework 5 The cabinet door(s) shall be provided with a Cabinet doors shall each have a three point latch system Locks shall be spring loaded construction locks capable of accepting a Best 6 pin core A 6 pin construction core of type (blue, green, or Red) specified in the contract shall be installed in each core lock One core removal key and two standard keys shall be mcluded with each cabinet and delivered to the Engmeer b A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock Two police keys with shafts a minimum of 1�/4-inches long shall be provided with each cabmet c C' All doors and police panel door shall have one piece, closed cell, neoprene gaskets A two position doorstop assembly 6 Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting Color temperature shall be 4100K (cool white) or higher Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs LED light strips shall be approximately 12 mches long, and have a mmimum output of 320 lumens Lightmg shall be ceding mounted and oriented parallel to the door face Lighting shall not interFere with the proper operation of any other ceiling mounted equipment All lighting fixtures shall energize whenever any door is opened Each door switch shall be labeled "Light" 9-29 13(10)D Cabinets for Type 170E and 2070 controllers Type 170E and 2070 controllers shall be housed in a model 332L cabinet unless specified otherwise in the contract Type 332L cabinets shall be constructed in accordance with TEES with the following modifications Each door shall be furnished with the equipment listed m Standard Specrfications 9-29 13{10}C item 5 above 2 The cabinet shall be furnished with auxiliary equipment described in Standard Specification 9-29 13(10)B AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 98 Revised 8/27/13 � � ' � � ' � ' , ' ' ' ' i � ' , C 3 The cabmet shall be fabricated of stainless steel or sheet aluminum in accordance with Sectian 9-29 13(1 Q)C, Item 1 above Painted steel, painted or anodized aluminum is not allowed 4 A disposable paper fdter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metal fdter The filter shall be secured in the filter holder with a louvered aluminum cover The maximum depth of the cover shall not be more than 0 5" inch to provide the fdter to be flush against the door No mcoming air shall bypass the fdter element 5 Field wire terminals shall be labeled in accordance with the Field Wiring Chart 6 Fluorescent fixtures or LED light strips (only one type per cabinet) for cabmet lighting Ftuorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs Tubular bulbs shall be contained within a shatterproof lamp cover Led strips shall be approximately 12 inches long, and have a mirnmum output of 320 lumens There shall be one fixture for each rack within the cabinet Lighting shall be ceding mounted and oriented perpendicular to the door face Rack mounted lights are not allowed Lighting shall be positioned such that the fixture is centered between the front and rear of the cabinet Lighting shall not interfere with the proper operation of any other ceiling mounted equipment Each lighting fixture shall energize automatically when either door to that respective rack is opened Each door switch shall be labeled "Light" 7 One drawer shelf, as shown in the TEES 8 332D Controller Cabinet a The 332D Controller cabinet shall have the appearance of finro Type 332 controller cabinets �oined at opposing sides The outside Dimensions of the cabmet shall be 67" High X 48 1/2" Wide X 30 1/4" Deep b The right side of the cabinet, as viewed from the front, shall be considered the Signal Control side The left side of the cabinet, when viewed from the front, shall be considered the ITS/COMM side c d e One police access panel shall be installed on the right side of the cabinet, as viewed from the front Two cabinet lights shall be provided one on each side and as described in section 9-29 13(10)D 6 Vacant AAAENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 99 , Revised 8/27h 3 The Traffic Signal Control side of the cabinet shall contain the Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications The Traffic Signal Control side of the cabinet shall also meet all the additional equipment requirements of the Type 332 Signal Controller cabinet as indicated in the contract specifications 0 The ITS/COMM side of the cabinet shall contam ITS and Communication equipment and shall be furnished with the following One controller shelf unit, mounted 36 inches from the bottom of the cabinet openmg to the front of the cabinet and attaching to the front rads of the EIA rack, shall be provided The shelf shall be fabricated from aluminum and shall contain a rollout flip-top drawer for storage of wiring diagrams and manuals 2 One aluminum sheet metal panel, 1/8"x 15"x 54", shall be installed to the rear of the cabmet on the right hand (when �facmg the front) side rading � 3 Additional ITS and Communication equipment as described in the Contract Plans and the ITS section of the Contract Special Provisions 9-29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets designated for use as a traffic data or ramp meter shall be Type 334L cabinets furnished to meet the TEES with the modifications listed in Section 9-29 13(10)D and include the following accessories Each cabinet shall be equipped with a fully operable controller equipped as specified m the Contract Provisions 2 Two input files, shall be provided 3 The PDA #3L shall contain three Model 200 Load Switches 4 � A second transfer relay, Model 430, shall be mounted on the rear of the PDA #3L and wired as shown m the Plans 4 Police Panel shall contain only one DPDT toggle switch The switch shall be labeled � POLICE CONTROL, ON-OFF 5 Display Panel A. General Each cabinet shall be furnished with a display panel The panel shali be mounted, showing and prowdmg detection for inputs and specified controller outputs, at the top of the front rack above the controller unit The display panel shall be fabricated from brushed aluminum and constructed according to the detail in the Plans AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27h3 ' � t ' � Page 100 � � , LJ t , � ' , L� 1 , ' � ' , �J ' ' B Te� All text on the detector panel shall be black in color and silk screened directly to the panel except the Phenolic detector and cabinet nameplates A nameplate for each loop shall be engraved with a'/4-mch nominal text according to the ITS Field Wiring Charts The nameplates shall be permanently affixed to the detector panel C LEDs The LEDs for the display panel shall meet the following Specifications Case size T 1 $/ vewing angle 50° minimum Brightness 8 Milli candelas LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or green in color All other LEDs shall be red All LEDs shall have tinted diffused lenses D Detector panel Control Switch Each display panel shall be equipped with one detector display control switch on the panel with labels and functions as follows ON Detector panel LEDs shall operate consistent with their separate switches OFF All detector indicator LEDs shall be de-energized Detector calls shall continue to reach the controller TEST All detector indicator LEDs shall illummate and no calls shall be placed to the controller E Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows AUTOMATIC Sign Relay shall energize upon ground true call from controller SIGN OFF Sign Relay shall de-energize SIGN ON Sign Relay shall energize AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 101 , Revised 8/27/13 � F Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel The relay shall be wired as shown in the Plans The relay coil shall draw (or sink) 50 milliamperes f 10% from the 170E/HC11 controller and have a DPDT contact rating not less than 10 amperes A 1 N4004 diode shall be placed across the relay coil to suppress voltage spikes The anode terminal shall be connected to termmal #7 of the relay as labeled in the Plans The relay shall energize when the METERING indicator LED is lit G Detector Input Indicators One LED and one spnng-loaded two-position SPST toggle switch shall be provided for each of the 40 detection inputs These LEDs and switches shall function as follows TEST When the switch is m the test position, a call shall be placed to the controller and energize the associated LED The switch shall automatically return to the run position when it is released RUN In the run position the the controller L� ' ' , � � LEDs shall dluminate for the duration of each call to 8 H Controller Output Indicators The display panel shall contam a series of output indicator LEDs mounted below the detection indicators The layout shall be according to the detad in the Plans These LEDs shall dluminate upon a ground true output from the controller via the C5 connector The output indicator LEDs shall have resistors m series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current The anode connection of each LED to +24 VDC shall be wired through the resistor I. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5 The P1 and P2 connectors shall be 50-pin cannon D series, or equivalent 50 pin connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the mput detection Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans 6 Model 204 Flasher Unit Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher unit mounted on the right rear side panel The flasher shall be powered from T1-2 The outputs from the flasher shall be wired to T1-5 and T1-6 7 Fiber Optic Patch Panel The Contractor shall provide and install a rack-mounted fiber optic patch panel as identified m the Plans AMENDMENTS TO THE 2012 STANDARD SPECtFICATIONS BOOK Page 102 Revised 8/27113 ' ' Cabinet Wirmg Terminal blocks T61 through T69 shall be installed on the Input Panel Layout and position assignment of the terminal blocks shall be as noted in the Plans ' � II � � � ' L,I I� �� Terminals for field wiring in traffic data and/or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following Termmal Block Pos Terminal and Wire Numbers Connection Identi�cat�on TBS 501-502 AC Power, Neutral T1-2 641 Sign on T1-4 643 Sign off T1-5 644 Flasher Output NC T1-6 645 Flasher Output NO T4-1 631 Lane 3- Red T4-2 632 Lane 3— Yellow T4-3 633 Lane 3— Green T4-4 621 Lane 2- Red T4-5 622 Lane 2- Yellow T4-6 623 Lane 2— Green T4-7 611 Lane 1— Red T4-8 612 Lane 1— Yellow T4-9 613 Lane 1— Green Loop lead-in cables shall be labeled and connected to cabmet terminals according to the ' ITS Field Wiring Chart This chart will be provided by the Engineer within 20 days of the Contractor's request , u ' � ' ' � 9-29 13(12) ITS cabinet Basic ITS cabinets shall be Model 334L Cabinets, unless otherwise specified m the Contract Type 334L Cabinets shall be constructed in accordance with the TEES, with the following modifications 1 The basic cabinet shall be furnished with only Housing 1 B, Mounting Cage 1, Service Panel #1, a Drawer Shelf, and Controller Unit Supports Additional equipment may be specified as part of the cabinet function-specific standards 2 Housing aluminum shall be 5052 alloy with mdl finish Painted or anodized aluminum is not allowed 3 The door air fdter shall be a disposable paper filter element of at least 180 square inches AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 103 Rewsed 8/27/13 4 Locks shall be spring loaded construction core locks capable of accepting a Best 6- pin core A 6-pin construction core of the type (Blue, Green, or Red) specified in the Contract shall be mstalled in each core lock One core removal key and two standard keys (properly marked) shall be included with each cabinet and delivered to the Engineer upon Contract completion 5 Each cabinet shall include a 120VAC electric stnp heater with a ratmg of 100 watts, which shall be thermostat controlled The heater strip shall be fed by wire with a temperature rating of 400°F or higher, and shall be shielded to prevent contact with wiring, equipment, or personnel If the heater thermostat is separate from the fan thermostat, the heater thermostat must meet the same requirements a++++s the fan thermostat as defined in TEES 6 Fluorescent fixtures or LED light strips (only one type per cabmet) for cabmet lighting Color temperature shall be 4100K (cool white) or higher Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs contained within a shatterproof lamp cover LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens There shall be finro fixtures for each rack within the cabinet Lightmg shall be ceding mounted and oriented parallel to the door face — rack mounted lighting is not permitted Lighting shall not interfere with the proper operation of any other ceiling mounted equipment All lighting fixtures above a rack shall energize whenever either door to that respective rack is opened Each door switch shall be labeled "Light" 7 Each cabinet shall be equipped with a power distribution assembly (PDA) mounted in a standard EIA 19-inch (ANSI/EIA RS-310-C) rack utdizing no more than five Rack Mounting Urnts (RMU) (8 75 mches) The PDA shall include the following equipment a f� [« 0 One duplex NEMA 5-15R GFCI receptacle on the front of the PDA Four duplex NEMA 5-15R receptacles on the rear of the PDA These receptacles shall remain energized on a trip or fadure of the GFCI receptacle Four 1 P-15A, 120VAC EquipmenUField Circuit Breakers Line filter meeting the requirements of 9-29 13(10)A d PDA components shall be mounted in or on the PDA such that they are readdy accessible, provide dead front safety, and all hazardous voltage points are protected to prevent inadvertent contact 8 Service Panel #1 shall include a service terminal block labeled "TBS", a Tesco TES- 10B or equivalent surge suppressor connected to provide power in line surge suppression, and a 1 P-30A Main Breaker The Service Panel Assembly (SPA) shown in the TEES shall not be included 9 Each cabmet shall mclude a rack mounted fiber optic patch panel of the type ' specified in the Contract Cabinet drawings and wiring diagrams shall be provided m the drawer shelf Additionally, an ' electrornc (PDF format) copy of all drawings and wiring diagrams shall be provided �� AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 104 Rev�sed 8/27/13 � � l_! � ' � ' ' �,J ' ' ' 9 Conventional Optical System This section's title is revised to read 9-29.16(1)A1 Non-LED Opt�cal System 9-29.16(1)D1 Electrical - Conventional This section's title is revised to read 9 Electrical — Non 9-29.20 Pedestrian Signals This section is revised to read Pedestrian signals shall be Light Emitting Diods (LED) type The LED pedestrian signal module shall be operationally compatible with controllers and conflict monitors The LED lamp urnt shall contam a disconnect that wdl show an open switch to the conflict monitor when less than 60 percent of the LEDs m the unit are operational The Pedestnan 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 meet the followmg 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, �!T'CSH2 or current ITE Specification and shall have an mcandescent 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 pro�ect shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads � i'�� LI ' b Each pedestnan signal face shall be a smgle urnt housing with the signal indication size, a nommal 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 pamted 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 programmmg � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 105 ' Revised 8/27/13 change, the display may continue to show the previous pedestrian change interval for one signal cycle During the followmg pedestrian change interval the countdown shall show the revised time, or shall be blank In the event of an emergency vehicle preemption, during the followmg two cycles, the display shall show the programmed pedestnan change interval or be blank In the event the controller is put in stop time during the pedestrian change interval, dunng the following finro cycles the display shall show the programmed clearance or be blank In the event there is radroad preempt during the pedestrian change interval, dunng the followmg finro 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 4 LED displays shall conform to the following a b c d Wattage (Maximum) Portland Orange Raised Hand, 15 watts Lunar White Walking Person, 15 watts Voltage The operating voltages shall be befinreen 85 VAC and 135 VAC Temperature Temperature range shall be -35° F to +165° F LED pedestrian heads shall be supplied with Z crate visors Z crate visors shall have 21 members at 45 degrees and 20 honzontal members 9 LED Pedestrian Displays This section is deleted 9-29.20(2) IVeon 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 Termenal Cabinets In item No 2 C,"Transformer 23 1 to 12 5 KVA" is revised to read "Transformer 3 1 to 12 5 KVA" and the height column value of 40" is revised to read "48" The first and second sentences in the first paragraph are revised to read Amplifier and terminal and transformer cabmets shall be NEMA 3R and the following Item number 5 is revised to read 5 All cabinets shall provide a gasketed door flange AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 106 Rev�sed 8/27/13 ' � _J � , � ' 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 msulated 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 dram holes in back corners Each pad mounted Terminal, Amplifier and Transformer cabmet shall dram 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 distr�bution 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 � � , , ' Section 9-34, Pavement Marking Material August 5, 2013 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 9-34.3(4) Type D— Liquid Cold Applied Methyl Metharcrylate The column headings m the table titled "98 2 Formulations Type D— Liquid Cold Applied Methyl Methacrylate" are revised to read 98 2 Formulations Type D— Liquid Cold Apphed Methyl Methacrylate ' ' 1 ' L_J ' Property Test Method D-3 � D-4 � D-5 � D-6 Mm Max Mm Max Mm Max Mm Max Section 9-36, Shaft-Related.Materials August 5, 2013 9-36.1(1) Permanent Casing This section is revised to read Permanent casing shall be of steel base metal conforming to ASTM A 36, ASTM A 252 Grades 2 or 3, ASTM A 572, orASTM A 588 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 107 ' Rewsed 8/27/13 I_ _J , ' C; � ��I � CJ ' � � ' � � ' ' ' LJ � � PART III SPECIAL PROVISIONS u � � �J ' � TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS .. ...... ... . . .. .. ...... .. ...... ..................Ill-1 DIVISION 1 GENERAL REQUIREMENTS ............ ..... ......... .. ..... .. ...... ... .. .........III-3 DESCRIPTIONOF WORK .. ............. . .. ..... ... .. .... . .. .. ....... .. ... .. . . ..... .. ............III-3 1-01 DEFINITIONS AND TERMS ... ..... .......... .. . .. ... .. .. ... .. ... .. .... . . ... . . .. .....III-3 1-01.3 DEFINITIONS ..... ..... ...................... .............. ... .. .. .... .. . .. ..I11-3 ' 1-02 BID PROCEDURES AND CONDITIONS . ... .... .......... .... .. ................... .... .. ..III-7 1-02.1 PREQUALIFICATION OF BIDDERS ... .. .. ... . . .. .. .. ... .... .. . .. ......III-7 , 1-02.2 PLANS AND SPECIFICATIONS ........... .. ... ........... .... .. .. .. ........ ......III-7 1-02.3 ESTIMATED QUANTITIES ........... ... ... .... .. . .. ........... .. ...... .. .. .. . ......III-7 1-02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK. ... ..III-8 , 1-02.4(1) GENERAL ................................... .. .... .............. ................... III-8 1-02.4(2) SUBSURFACE INFORMATION . .. ... .......... . . .. .. .......... ....... . .. . . ... ..III-8 ' 1-02.5 PROPOSAL FORMS ...... ....... .. . .. ............. .. .... ... ..... .. ..... . .. . ....III 9 ........ Iil-8 1-02.6 PREPARATION OF PROPOSAL .......... .... ........ ..... .. .. .. ........... - 1 1-02.7 BID DEPOSIT ............. .... ... .............. ........... .. . ............. . ..................... .III-9 1-02.8 NON-COLLUSION DECLARATION AND LOBBYING CERTIFICATION .. .III-10 1-02.8(1) NON-COLLUSION DECLARATION ... .. .... ......... .. . . . ........ ... .............III-10 � 1-02.9 DELIVERY OF PROPOSAL .. ...... ............... . ............... . .. .... .. . ...... .III-10 1-02.13 IRREGULAR PROPOSALS ......... .......... ... .... . .. ................. .. . .... ....III-10 ' 1-02.14 DISQUALIFICATION OF BIDDERS ... .................. .. ..... .. . .............. ...... III-11 1-02.15 PRE AWARD INFORMATION ... .. .. ........... . ................ . ......... .. ..........III-13 ' ' ' ' � �_J 1-03 AWARD AND EXECUTION OF CONTRACT .. ... ......... ................. .... ............. ....III-13 1-03.1 CONSIDERATION OF BIDS .. ...... .. .. .... ... . .. ............ . ...... .. ....... ...III-13 1-03.3 EXECUTION OF CONTRACT ... .. ... ... .............. .. . . .... ........... .. .. .... ..III-14 1-03.4 CONTRACT BOND .... ... ........... .. .. . ...... .. ........ . .. ............. .. ... ...III-14 1-03.7 JUDICIAL REVIEW ..... ..... .. .. .. . .. ..... ........ .. . . ........ ... .... ... ... .. I11-15 1 -04 SCOPE OF WORK .............. . ....... .. .. ... . . .. .. . ... .. . . ....... .. . ... . .. .. .. .III-16 1-04.2 COORDINATION OF CONTRACT DOCUMENTS, PLANS, SPECIAL PROVISIONS, SPECIFICATIONS, AND ADDENDA .. ..... . ... ... ....... .. .. .. ...III-16 1-04.4 CHANGES ..... .. ......... .. .. ........... ..... . ... .. ................ .......................III-16 1-04.4(1) MINOR CHANGES ..... .... .. . ......... .... ... .. .... .... ........ ... .. ..... . ..III-16 1-04.6 VARIATION IN ESTIMATED QUANTITIES .. .... .................................. ... III-17 City of Bremerton 236-1896-113 (Ol/04) Wash►ng[on Avenue Sewer Improvements � November 2013 Cont�act Documents Table of Contenis � 1-05 CONTROL OF WORK . ..... .. ... ..... .. . .. .... . . ... .... .. . . ..... ........ ........... .. .. III-17 1-05.3 PLANS AND WORKING DRAWINGS . .... . . .. ........ ... ............ .... ......III-17 1-05.4 CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES... 111-18 1-05 5 SUBMITTALS (NEW SECTION) .. ... ....... ..... . .................... ........ ... .....III-19 1-05.7 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK ....... .. ..........III-26 1-05.10 1-05.11 1-05.12 1-05.14 1-05.16 1-05 17 GUARANTEES............. .................................................. ................III-26 FINAL INSPECTION ......... .. .. .......... . .... ....... . ..... ... . . .... .... ............. III-27 FINAL ACCEPTANCE ....... .. . ...... ................. ......... .......... .. ...... ......III-28 COOPERATION WITH OTHER CONTRACTORS ... ........... .. ........... ......III-28 WATER AND POWER (NEW SECTION) .... ............ ........ ...... .. ...... . ..III-28 ORAL AGREEMENTS (NEW SECTION) ..................... ........... .... .... . .......III-29 1-06 CONTROL OF MATERIAL ...... ...... .... . . .... ... ....... ....... .... ... ......... . ....... .....III-29 1-06.1 APPROVAL OF NiATERIALS PRIOR TO USE ...... ..... ... ....... .... ........II!-29 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC .. ....... .. ....... .III-30 1-07.1 LAWS TO BE OBSERVED .. . . .. ..... . .......... . ........ ........... .. ... .........III-30 1-07.2 STATE TAXES ... ........ ..... .......... . ... ... . . .. .... .. ........ .. ... ... ... .. . ...I11-30 1-07.5 ENVIRONMENTAL REGULATIONS ............. . . ............. ......... .. ...... .. ..III-32 1-07.5(2) STATE DEPARTMENT OF 11VILDLIFE AND FISHERIES ...... .. ... .... .....III-32 1-07.6 PERMITS AND LICEIVSES ...... . .. ...... . . . . ... ...... . ...... .. ... ......... ..III-32 1-07 13 CONTRACTOR'S RESPONSIBILITY FOR WORK . ... .......... ... .. ....... ..III-32 1-07 73(1) 1-07.15 1-07 15(1) 1-07.16 1-07.16(1) GENERAL........ ... .. .... .. ........... . ... .. . . .. ... .... .... .. . ...... . .. ... .III-32 TEMPORARY WATER POLLUTION/EROSION CONTROL .. .... ...... .. . III-33 SPILL PREVENTION, CONTROL, AND COUNTERMEASURES PLAN ... .III-33 PROTECTION AND RESTORATION OF PROPERTY .......... ... ....... ... III-34 PRIVATE/PUBLIC PROPERTY ..... ....... . ... . ........ . . ....... .. ......... .. .III-34 1-07 16(3) FENCES, MAILBOXES, IIVCIDEfVTIa►LS .... . . ............ . ......... .. .......... .III-35 1-07.17 UTILITIES AND SIMILAR FACILITIES . .. ..... . .............. ........ ... ..... .. III-35 1-07 18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE ... .... ..III-37 1-07 18 INSURANCE ........... ......... ............. ........ . . .. .. . ... ........... .... ... ...... III-37 1-07.18(1) GENERAL REQUIREMENTS ........ .. .... ...... . .......... . ...... .... ........ ... . III-37 1-07.18(2) ADDITIONAL INSURED ..... . .. ..... . . . . .... .... . ..... .... ........ ....... .. ...III-38 1-07 18(3) SUBCONTRACTORS ................. .. .......... . .... . .. .... ...... .... ...I11-39 1-07.18(4) EVIDENCE OF INSURANCE . . ..... .. ..... .. . ....... .... .... .. .. .... .. . III-39 1-07.18(5) COVERAGES AND LIMITS .. ........ . ... . . . ... .. . . .... .. ............ . .. .III-39 1-07.18(5)A COMMERCIAL GENERAL LIABILITY .... . .... . .... . ......... ... . . ... . . . .. .III-39 C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contrac[ Documents � 236-1896-113(01/04) , November 2013 Table of Contents ' � ' ' , � ll 1-07.18(5)B AUTOMOBILE LIABILITY ....................................... ...... ... .. ............. .... NI-40 1-07.18(5)C WORKER'S COMPENSATION . ... ... .... ...... .. . ... .. ....... .. .... .. ... .... 111-40 1-07.18(5)F EXCESS OR UMBRELLA LIABILITY (NEW SECTION) . ................ ... ...III-40 1-07.18(5)G POLLUTION LIABILITY (NEW SECTION) ... ............ ...... ......... ..... ... ... III-41 1-07 23 PUBLIC CONVENIENCE AND SAFETY . . ............ .... ... . ... ... ......... .. III-41 1-07 23(1) CONSTRUCTION UNDER TRAFFIC .. .. ............ ... ..... .... . ....... .. ..........III-41 1-07.23(2) CONSTRUCTION AND MAINTENANCE OF DETOURS .. ... ............. ... ..III-44 1-07.23(3) COMMUNICATIOIWDISSEMINATION OF INFORMATION (NEW SECTI011n. .III-45 1-07 24 RIGHTS OF WAY .... ... .. ..... ... ........... . ......... ... ........ ................... ......111-45 1-07 28 POTENTIAL FOR CONTAMINATED SOILS (NEW SECTION) ... ....... ......III-46 ' 1-08 PROSECUTION AND PROGRESS ... .. ... ... . ... ... ....... . . .. .. .. .... ............. . .III-49 1-08.0(1) PRECONSTRUCTION CONFERENCE (NEW SECTION) .......... ............. ..III-49 1-08.0(2) HOURS OF WORK (NEW SECTION) .. ........ . .. .... . . .. .......... ..............III-49 ' 1-0$.0(3) WEEKLY CONSTRUCTION MEETINGS (NEW SECTION) .. . .... ... .. . . III-50 1-08.0(4) OTHER MEETINGS (NEW SECTION) ......... .. .. .. .. . ... .... ..... .. ...........Itl-50 , 1-08 0(5) CONSTRUCTION CONSTRAINTS AND WORK SEQUENCE (NEW SECTIONj .III-51 1-08 3 PROGRESS SCHEDULE . ................... ..... . ... .. ...... ...... ....... .. .. .. ......III-51 , ' � � 1 ' 1 � 1-08.3(1) GENERAL REQUIREMENTS . . .............. ... ... .. ... . . ....... .............. .....111-5Z 1-08.4 PROSECUTION OF WORK .. .................. ....... ... .. ......................... ..... .. I11-52 1-08 4 NOTICE TO PROCEED AND PROSECUTfON OF WORK ..... ... ......... ......111-52 1-08 5 TIME OF COMPLETION .......... .... ... ...... . .......... .. . .. .. .. .. .. ... .... .....III-52 1-08 6 SUSPENSION OF WORK ..................... .... ....... ........ ... ..... ........ ..... ... III-53 1-08.7 MAINTENANCE DURING SUSPENSlON .. .. ..... ... ......... . .. .... ....... ..I11-53 1-08.8 EXTENSIONS OF TIME .... .... ... . .. ................... .. . . ....... ....... ... ......III-53 1-08.9 LIQUIDATED DAMAGES ........... . ....... .. ... .. ...................... ...... ... . ...III-54 1-09 MEASUREMENT AND PAYMENT ... .. .. ....... .............. ..... ........... ...... ... ..........111-54 1-09.1 MEASUREMENT OF QUANTITIES ..................... .. .. ........................... . ...III-54 1-09 6 1-09.8 1-09.9 1-09 11 1-09.11(3) 1-09.13 1-09 13(3) 1-0913(3)B FORCEACCOUNT .. .. ...... .. ...... .... ... . ......... .... .......... .......... ... .. ... 111-56 PAYMENT FOR MATERIAL ON HAND ............... .. . .. .. . .. ... . .. ..........I{{-57 PAYMENTS.... ........... ..... ....... ....... ........... ................................III-57 DISPUTES AND CLAIMS .. .. .... .... ................... . . ...... ......... ... . ...III-58 TIME LIMITATION AND JURISDICTION . .. .. . ........................................III-58 CLAIMS RESOLUTION .. ...... ... .......... .. .. .. . ... . . ..... . ......... .......III-58 CLAIMS $250,000 OR LESS . . ... . .. ................. .. . ................. ... . ...III-58 PROCEDURES TO PURSUE ARBITRATION .. .. .. .... .. ' C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents � .. .. . . ... .. .I I I-59 236-1896-113 (Ol/04) November 2013 Table of Contents 4 � 1-10 TEMPORARY TRAFFIC CONTROL ..... . ... ..... . ....... .... ...... ................ . ....III-59 1-10.1 GENERAL ....... ................................... .................. .... ............. ....III-59 1-10.2 TRAFFIC CONTROL MANAGEMENT ... ........ .... . .. ... .. . ..... .. ........ .III-61 1-10.2(1) GENERAL ........... . ........ ................ ......................................III-61 1-10.2(2) TRAFFIC CONTROL PLANS ..... ....... ... ..................... ... ... . .. ... . ..... III-61 1-10.3 TRAFFIC CONTROL LABOR, PROCEDURES AND DEVICES ........... ... ..III-61 1-10.3(3) TRAFFIC CONTROL DEVICES . . . .... .. . ......... ............ ..... .. ..... ....... III-61 1-10 3(3)A CONSTRUCTION SIGNS . ... ..... . ........ . .. ...... .. ............ ..... ........ ... ...III-62 1-10.3(3)L PARKING RESTRICTION SIGNS (NEW SECTION) .... ..... .. ....... ......... III-63 1-10.3(3)M SPECIAL SIGNS (NEW SECTION) . ............... . ...... .... ............. ..... .. .III-64 1-10-4 MEASUREMENT ...................... ................. ....................................111-64 1-10.4(3) REINSTATING UNIT ITEMS WITH LUMP SUM TRAFFIC CONTROL.... . III-64 1-10.5 PAYMENT .............. .....................................................................III-64 DIVISION 2 EARTHWORK .. ....... ......... ...... .. ..... . ... .. ............ .............. ... . .......III-65 2-01 CLEARIIVG, GRUBBING AIVD ROADSIDE CLEANUP .......................... .. ... ..... ..III-65 2-01.1 DESCRIPTION . .. .............. ... . ........... .... . .... ....... ... .............. . .....III-65 2-01.2(1) DISPOSAL METHOD NO. 1- OPEN BURNING ..... .. ............................ . III-65 2-01 2(2) DISPOSAL METHOD NO 2 - WASTE SITE . .... ........ ...... ........ ... . . ....III-65 2-01 2(3) DISPOSAL METHOD NO. 3 - CHIPPIMG. ..... . ... .. .... ... .. . . ..III-65 2-01.3 CONSTRUCTION REQUIREMENTS ........ . ... . ........... ........... ........ ... III-65 2-01 3(4) ROADSIDE CLEANUP .... .. .... .. . .... .. ... . ........ ..... .......... ...... ... ...III-65 2-01.3(4) CLEANUP AND RESTORATION . .... ... . . .. . .. ...... ...... .. ........ ..... . . .111-65 2-01 3(5) TREE PROTECTION (NEW SECTION) . ... ..... ....... . ....... .. . .... .. ....... ..III-66 2-01.4 MEASUREMENT .. .. .. .. ... .. . .. ........ ..... . ... .. ....... .. .... ......... . .....III-66 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ... . .... .. ......... ... ... . .....III-66 2-02.1 DESCRIPTION ....... ...... .. ............ . ............. .... ............. ....III-66 2-02.3 CONSTRUCTION REQUIREMENTS .... . ... . .. .. . .. .... ... ......... .... .III-67 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, CURBS, AND GUTTERS .....III-67 2-02.3(4) REMOVE/ABANDON EXISTING WATER SYSTEM (NEW SECTION)... . III-68 2-02.3(5) REMOVE/ABANDON EXISTING SEWER SYSTEM (NEW SECTION) .. ..Ilt-69 2-02.3(6) REMOVE/ABANDON EXISTING STORM SYSTEM (NEW SECTION) ......III-69 2-02 3(7) POTHOLE EXISTING UTILITY (NEW SECTION) .. ...... ... .. .... ........ ..... III-69 2-02.3(8) ADJUST EXISTING UTILITY TO GRADE (NEW SECTIONj ...... ..... .... III-70 2-02.4 MEASUREMENT ......... ......... ..... ....... ..... ... . ...... . ...... . ..... ... .. ... .III-71 2 -02.5 PAYMENT .... .. ..... ............ .... ..... ... .................... .... .. .... .....III-71 C�ty of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements 1ll-�v November 2013 Contract Documents Table of Contents � � ' ' LJ ' � , ' , ' r ' � ' � �l ' 2-04 HAUL ........ .......... ..... .............................. .... ................ .............III-72 2-04.5 PAYMENT . . .. ..... ... . ..... ... .. .. .... .. .... .. . ... .... ..... ..... ... ....III-72 2-06 SUBGRADE PREPARATION ... . .... ....... ....... ...... . .. ..... ....... .. ... . . .. .. .. III-73 2-06.3 CONSTRUCTION REQUIREMENTS ...... ... .. .. .. .. .... ........ ... ..... ..... ...III-73 2-07 WATERING ... ..... . ........... ................................... . ........... .. .........I11-73 2-07.3 DESCRIPTION ...... ...... ..... .......... ....... .... ................ ..... ..III-73 2-07.5 PAYMENT ....... ........ ..................................... ...... ............. .....III-73 2-09 STRUCTURE EXCAVATION ............ .... .... .. .. . . ..... ..... ........ .......... ....... ..... ... - 7 2-091 DESCRIPTION .................................... ... .... ......................... ... III-73 2-09.3 CONSTRUCTION REQUIREMENTS ... .... .......... ... ....... ...... ......... .... III-74 2-09.3(1)G TRENCH DEWATERING (NEW SECTION) .... ...... ..... ....... .... .... .... ...III-74 2-09.3(4) CONSTRUCTION REQUIREMENTS, STRUCTURE EXCAVATION, CLASSB ..... ......... ... . ............ . . . ........ ........... .. ....... ....... .. . .... ...I II-74 2-09 3(9) REMOVAL AND DISPOSAL OF CONTAMINATED MATERIAL (NEW SECTION) .. .. . . ........ ..... ..... . .. ... .......... .. .... ...... .. ... .... ..... III-74 2-09 4 MEASUREMENT ...... . .......... ... . .. ..... ... ....... .... ..... ... ... ... ..... .....III-75 2-09.5 PAYMENT ........... ... ................... .. ................ ... ...... ........ ...11!-75 2-11 TRIMMING AND CLEANUP ... . . .. ..... .. .. ... ... .... .... ....... .... .. .... .. . ..........111-76 2-111 DESCRIPTION ......... ........ .. ..... ............................... ...... ....III-76 2-11.3 CONSTRUCTION REQUIREMENTS . .. .. .. .......... .. .... ...... ... . .. . ... ..I11-76 2-11.3(1) ROUTINE CLEANING (NEW SECTION) . ...... ......... .... ... .... .. .. .............III-76 2-11 3(2) FINAL CLEANING (NEW SECTION) ..... .... ...... .. ........... .. ... ...... .. . ...III-77 2-11.5 PAYMENT ..................... ..... . .... ...... ... ...... .. ... .. ...... .... .. ........... ..... III-77 2-12 CONSTRUCTION GEOSYNTHETIC . .... ........... ......... .. ....... .... . ..................... . III-77 2-12.1 DESCRIPTION ... ................ .................................................... ....111-77 2-12.2 MATERIALS . . .... ... . ............... .... ... ..... . .... ...... ...... ... ... ... . .. ..III-77 2-12.3 CONSTRUCTION REQUIREMENTS ... . . .. ... ...................... ... . ....... .... III-78 2-12.4 MEASUREMENT ........ .............. ... .. . ... . .. . ..... .... . . .............. ...... .... .ill-78 2-12.5 PAYMENT .......... ..... ..... ........................... ...................................III-78 DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE ............ .... ..... ... ... ....III-79 3-01 PRODUCTION FROM QUARRY AND PIT SITES ........................ ....... ... ...............III-79 3-01.4 CONTRACTOR FURNISHED MATERIAL SOURCES . .. .. ... .. . .. ... ...III-79 3-01.6 PAYMENT ......... ............................... . ......... .................. .. ........III-79 236-1896-113 01/04) C►ry of Bremerton � Wash►ngton Avenue Sewer Improvements v November 2013 Contract Documents Table of Contents ' DIVISION4 BASES .. . .. . ..... . ............ ......... . . . . ...... . ...... ............ ......... ..: III-81 4-04 BALLAST AND CRUSHED SURFACING .... .................. ... ..... . . ... .... .. .. .III-81 4-04.1 DESCRIPTION ............... ................... ..........................................I11-81 4-04.4 MEASUREMENT ..... .. . . ... .... ............ ... ............ ... .... ........ .... .. ... .III-81 4-04.5 PAYMENT ... ....... ............. ......... .. ......................... ... .. .. ..III-82 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ...... ........ ..... ... ... .. ..... III-83 5-04 HOT MIX ASPHALT .. .. .... . ................. . ....... . . . ....... .......... ... .. . . .... ... ......III-83 5-04.1 DESCRIPTION ....... ........................... .....................................III-83 � 5-04.2 MATERIALS .......... ........ ...... . ...... . . ... . ... .................. . ......:........... ... III-83 5-04 3 CONSTRUCTION REQUIREMENTS ..... ............ ..... ...................... .. ........III-83 5-04.3(7) PREPARATION OF AGGREGATES .................................... ....:................III-84 5-04 3(7)A MIX DESIGN .. .................. ..... ... .. . .. ... . ..... ........... ....... ...... ... . ... III-84 5-04 3(8) MIXING ......... ...... .. .... ....... ..................... .... . ................. .. ... ....... ..III-85 5-04.3(8jA ACCEPTANCE SAMPLING AND TESTING - HMA MIXTURE ...................III-85 5-04.3(10) COMPACTION .......... ....... ............. ........ .......... ...... . .... ........III-86 5-04.3(10)B CONTROL ............................ ............................................ .... .. . ..III-86 5-04.3(17) PAVING UNDER TRAFFIC ....................... . ... ..... ........ .. ... ... ... .. ........III-87 5-04.3(18) COLD MIX (IVEW SECTIOIV) .. . ..... .. ....... ... ..... .. .. ...... ................ ...III-87 5-04.4 MEASUREMENT .. .. ............ . ...... .. ....... ................................ .......111-88 5-04.5 PAYMENT . ..................... ........................................................... ..III-88 5-05 CEMENT CONCRETE PAVEMENT ........ . . ....... . . .... .. .......... ... .. ... .... .. .......III-89 5-05.4 MEASUREMENT .. .. .. .................................... . ................... .. ..... .... . ... 111-89 DIVISION6 STRUCTURES .. .......... ..... . . .. .. .. . ........... .. .................. ....... .. . ... III-91 6-02 CONCRETE STRUCTURES . . .......... .. ........... . . .... .. ...... ... ....... ::...... .......III-91 6-02.3 CONSTRUCTION REQUIREMENTS .... . ... ......................... :::...............III-91 6-02 3(1j CLASSIFICATION OF STRUCTURAL CONCRETE ...... ... ... .... ....... .. .. III-91 6-02.3(2) PROPORTIONING MATERIALS ........... . ... ..... ... .. ....... ... . . .. .. ..III-91 6-02.3(2)A CONTRACTOR MIX DESIGN . ..... ...... . . . . .... ............. .... ... ... ..... .. ...III-91 6-02.3(3) ADMIXTURES ........ .................................. .................... ........ . .111-91 6-02.3(4) READY-MIX CONCRETE .... . . . .... .. . ...... .................. . .......... .. . .....III-91 6-02.3(4)C CONSISTENCY ........... .......................... .................. ................ III-91 6-02.3(5) ACCEPTANCE OF CONCRETE ... ..... . ....... . .................... ............. .. III-92 C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements 111-v� November 2013 Contract Documents Table of Contents ' , ' ' � � ' , ' ' � � ' L J DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS . . . .. ........ .. .. . . . .. .. .. ..... ..... . . ..III-93 7 -04 STORM SEWERS . . ..... . ...... ...... .... ...... .... ... ...... .... .. .............. . .. .... . III-93 7 -04.1 DESCRIPTION .. . ....... .... ..... ..... .. .. ........ .... ..... ........... ... .. ... .....III-93 7 -04.2 MATERIALS ....................... ........ .. ........ ......... ....... ............ .III-93 7-04.3 CONSTRUCTION REQUIREMENTS . . . ............ .... ... .. ...... .. ... ... ... .....III-93 7-04.3(1) CLEANING AND TESTING ........... ... .... .... .... ..................... .... .. .. .. ..III-93 7-04.3(2) CONNECTIONS TO EXISTING CATCH BASINS AND STORM LINES (NEW SECTION) ... .. . ...... .... ....... . ... ........ . .. ....... ...... . ... ....... .....III-93 7-04.4 MEASUREMENT . .... .... ...... ............. ... ............ ... ......... ...... .... . ..III-94 7 -04.5 PAYMENT ................. ................. .... ........................ .. ......... ..III-94 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYINELLS .... ............... ...........III-94 7 -05.2 MATERIALS ..... ... . .......... ............................................. ..... ...III-94 7-05.3 CONSTRUCTION REQUIREMENTS ....... ...... ......... ....... ..... ........... . ...III-95 7-05.3(6) MANHOLE LINING WITH EPDXY SPRAY COATING (NEW SECTION). ...III-95 7-05.3(6)A DESCRIPTION ... .............. ... ........................................... ............III-95 7-05.3(6)B REFERENCES .... . . ......... ...... .............................. ................III-95 7-05.3(6)C SUBMITTALS . ..... ......... ........... ................. ..................... .III-96 7-05.3(6)D QUALITY ASSURANCE . .. . ......... .. .... .. ..... ... ........... .. ... . ........ ..III-96 7-05.3(6)E DELIVERY, STORAGE, AND HANDLING .......... ... ....... ..... .. .............. ....III-97 7-05.3(6)F SITE CONDITIONS .... . . .. .. .. . ......... ... ........ ... .... .. . . ........... ..... . . III-97 7-05.3(6)G WARRANTY ... . .......................... ................ ............ .......III-97 7-05 3(6)H REPAIR MATERIALS .... ... .... ... .. . ......... .......... .. ...... .. ... .. .......III-97 7-05.3(6)I PROTECTIVE COATING MATERIAL ........ ... ........... .......... ...... .. ........III-98 7-05.3(6)J APPLICATION OF MATERIALS ......... .. ... .... .... ..... ......... ........... . .. ....III-98 7-05.3(6)K APPLICATION OF PROTECTIVE COATING .. ....... ... .. .. ......... .. .....III-100 7-05.3(6)L TESTING AND INSPECTION ...... .. .. ...... ........ ... .............. . ....... . .. . III-100 7-05.4 MEASUREMENT ... .... . .. ........ . ...... .. .. ... .............. ......... . .. ..111-101 7-05.5 PAYMENT ......... . ..... .. ... ......................... .. .. ............ ........III-101 , 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ........ . ... .... ......... ... .......III-102 7 -08.2 MATERIALS ........ . ............................... ..... .. . ......... ........III-102 ' 7-08 3 CONSTRUCTION REQUIREMENTS ... .... . .... . .. ... .. . ...... . . .. .III-102 7-08 3(1) EXCAVATION AND PREPARATION OF TRENCH ......... ...... .. .... III-103 7-08.3(1)A TRENCHES . ........... . . ... ....... ......... . ... .......... ..... .. ...... .. .. .III-103 � 7-08.3(1)D TRENCH DEWATERING (NEW SECTION) . ........ ...... . ..... ....... ..... ..III-103 ' C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements vu November 2013 Contract Documents Table of Contents � 7-08.3(3) 7-08.3(3)A 7-08 3(4j 7-08.4 7-08.5 BACKFILLING . .......... .. ......... ........ . . . . . ..... ................... ... ........ ...I11-103 VERTICAL CLEARANCE BETWEEN UTILITY LINES (NEW SECTION) .I11-104 PLUGGING EXISTING PIPE . . .. ....... . . .. ............. . ...... ....... . . . . . .. III-104 MEASUREMENT .... ... ... .. . .. .. ..... . . .... ............ ..... .. ... ...III-104 PAYMENT...... .. .. .. ......... .... ........ . ................... .... ....... .. .... ...III-105 7-09 WATER MAINS ........ ... ... ........ ... .... .... ...... . ............. ................... .. ........III-106 7-091 DESCRIPTION .................... ............. .. .............. ......... .. .......111-106 7-09.2 MATERIALS . ................................................ .............................III-106 7-09.3 CONSTRUCTION REQUIREMENTS ... . . .................. ...... ....... ....... ...III-106 7-09.3(7) TRENCH EXCAVATION . ...... .. . ..... .. .. . . ..... ......... .... ........ .... .. III-107 7-09.3(19) CONNECTIONS .......................................... .......................... ......III-108 7-09 3(19)A CONNECTIONS TO EXISTING MAINS . ... . . . .. .... .. .. ..... ... .. .. . . III-108 7-09.3(21) CONCRETE THRUST BLOCKING . . ... . . . ... ............................. ........ . III-108 7-09.3(23) HYDROSTATIC PRESSURE TEST . . . . . .. . . . . ..... ... .... ........ ...... III-108 7-09.3(23)A TESTING EXTENSIONS FROM EXISTING MAINS ...................................III-109 7-09.3(24) DISINFECTION OF WATER MAINS ...... .. .... . . ... . ... .. .. .. .... .. .. ...III-109 7-09.3(24)A FLUSHIIVG .......................... . .... ..................................... . ...III-109 7-09.3(24)N FINAL FLUSHING AND TESTIIVG . . ... ...... ... . .... .. ...... ... ... ... .. ....III-110 7-09.4 MEASUREMENT ............ .. .... ..... . . . . . .. . .. . . ..... ........................ . III-110 7 -09.5 PAYMENT .. .. .. ... . ................ .... . ..... ...... ... . ...... ............. ... . .... ...III-110 7-12 VALVES FOR WATER MAINS ........... .. . .. . ..... . ... . ..................... .... .......III-111 7-12.2 MATERIALS . ..... ........... .... ...... . . . ........................... ...III-111 7-12 3 CONSTRUCTION REQUIREMENTS .. . ...................................... .. III-111 7-12.4 MEASUREMENT ................ .. ............... .................................III-111 7-12.5 PAYnflEiVT .................................. .. . . . ..............................III-112 7-14 HYDRANTS ...... .. ... ...... ........... ... .... . . ...... . . . ......... .... ................... . 111-112 7-14 2 MATERIALS . .. .. ........... .. .. . ... .. .. ........ ..... ... ................ III-112 7-14 3 CONSTRUCTION REQUIREMENTS . . . . ... .... ..... .. .......................III-112 7-14.3(1) SETTING HYDRANTS . .. ............ ... .... . . . ..... . ... ... ........ .............. ...III-112 7-14 4 MEASUREMENT ..... . .. ....... ... ... .... . . .......... ..... ..................... ..... .III-113 7-14.5 PAYMENT . ................ ...... ............ .............................. ..... .... .III-113 7-15 SERVICE CONNECTIONS . .. . .......... .... ........ . ................... ... .........................III-113 7-15.1 DESCRIPTION ............... .... ........ . ............. .............. ... .....III-113 7 -15 2 MATERIALS ...... ..... .............. ... ... ... .............. ........................ ..... .......III-114 City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-wu November 2013 Contract Documents Table of Contents � LJ � � ' , � ' � LI , 7-15.3 CONSTRUCTION REQUIREMENTS .............. .. . . .. ......... . .. ... .. .. .III-114 7-15.3(1) FLUSHWG AND DISINFECTION ..... .... ........ . .. ......... .......... ..... .. III-115 7-15.4 MEASUREMENT . .... ...... . .. . . .. ........... . .. .. .. ...... .. ..... .. .... . .III-116 7 -15.5 PAYMENT ..... ............... ............... ........ .. .. ... ..... ............ III-116 7-17 SANITARY SEWERS .. . . ...... ....... .... . .. . . .. ....... ..... .. .............. ... ..... .. III-116 7 -17.1 DESCRIPTION . .......... .. .. ............ . .. . ....... ...... .. .............. .. .... .. .I11-116 7-17.2 MATERIALS . ........... ................... ........ ........................ .... ...III-117 7-17.3 CONSTRUCTION REQUIREMENTS ... .. .. ... ....... . .. .. ... ........... III-117 7-17 3(1) PROTECTION OF EXISTING SEWERAGE FACILITIES . ... ........... ... .III-117 7-17 3(1)A MAINTAINING SEWER SERVICE (NEW SECTION) . ..... . .. ... .. . .. .. .III-117 7-17 3(1)B MAINTAINING SEWER SERVICE OF LATERALS (NEW SECTION) ... III-117 7-17 3(4) LOW PRESSURE SEWER VALVES (NEW SECTION) ........... ... .... ....III-117 7-17.3(3) SLIP-LINING (NEW SECTION) ....... .... . ..... . ..... .. .. . .. . ...... .. . .. . . I11-118 7-17 4 MEASUREMENT ......... ..... . ....... ..... ... ... ............. . ....... .. ... .... .. III-119 7-17 5 PAYMENT ................ ... .............. .......... .... . ............ ........ ...... .. . . .. .I11-119 7 -18 SIDE SEWERS .. . . .... . .... . ..... .... . ....... .. . ............... .... .. .... .. .. .. . ....III-120 7-18.1 DESCRIPTION ............ .............. .......... . ... ................. .. ........ .... . ...III-120 7-18 2 MATERIALS . .. .... .. .. .. . ....... . .... ...... . . .. . . . .... ... . .. ......... . . III-121 7-18.3 CONSTRUCTION REQUIREMENTS . .. .. .. ......... .. .. .................... .....III-121 7-18 4 MEASUREMENT ........ ............. . . .... . ..... .......... .. .... ........... .... ....III-121 7 -18.5 PAYMENT ................ ........... ...... . .. ......... ......... ............... ... III-121 ' 7-19 SEWER CLEANOUTS . ....... . .. .. . ... .. ..... .. .. ........... .. ................. ...... .. . III-122 ... 122 7-19 2 MATERIALS ... . . ...... .. . . ........ .. ... . ..... ....... .. .......... ............ . , 7-19.3 CONSTRUCTION REQUIREMENTS . ... . ............ .. .. . .......... .. ::::.:.::..111�122 7-19.4 MEASUREMENT .... . .. ..... . . .. .... .. . . . ......... ...... .. ....... III 123 7-19 5 PAYMENT ..... . ........ .. ............ ....... .. ... .......... .. . ..... .... . ....... . I11-123 ' ' ' � ' 7-22 GRINDER PUMP ASSEMBLIES (NEW SECTION) .. . ....... . ..... ......... .. .... . . .III-124 7-22 1 DESCRIPTION ......... . ... ... .. . ... .... .. ....................... . .. .... .. .. .....III-124 7-22 2 MATERIALS .. . ....... . ........... ...... .... ......... ....... ............ ........ ............ III-124 7-22 3 CONSTRUCTION REQUIREMENTS .... ...................... . ..... .... .......... .. .III-124 7-22.3(1) GENERAL . ... . . . . .... .. .... ... .... ... . .. ....... .. ...... .... . .. ....... .. .III-124 7-22.3(2) INSTALLATION STANDARDS ...... .... ... .. .. ... ......... ....... ....... . .. III-124 7-22 3(3) CALL FOR INSPECTION . ......... .... .... . .... .. ....... . ......... .. .. .. .. .... .III-126 7-22.3(4) TESTING OF FINAL INSTALLATION .. .. ... . ... .. ... .. ... ............ ... ....III-126 C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements �x November 2013 Contract Documents Table of Contents � � 7-22 3(5) RESIDENCE ELECTRICAL PANEL UPGRADE .... ...... .. ............... .... ...III-126 7-22.4 MEASUREMENT ...... ......... .. ...... .... ... ..... .... ....... .............. ......... ...III-127 7 -22.5 PAYMENT ............................ ........................................... ...........III-127 DIVISION 8 MISCELLANEOUS CONSTRUCTION ....... ... ...... .. .... .. .. . ..... ....... ....III-129 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ... ......... ......... .. ...III-129 8-01.3 CONSTRUCTION REQUIREMENTS ... ...... .. . ..... ........ .... .. ........... . .III-129 8-01.4 MEASUREMENT .. . ...... . ..... .... .... . . .. . ... . ..... . ....... . .... . ... ... ...III-129 8-015 PAYMENT ........................ .................................. .. ....................III-129 8-02 ROADSIDE RESTORATION .... ... ..... .... ... . . . .. . . . ..... .. ..... .. .... .. . ... ...... III-130 8-02.1 DESCRIPTION ...................... .. . ..... ........... .... ... ..... .... ..... .... ..........III-130 8-02.3 CONSTRUCTION REQUIREMENTS . ... ......... . . ... ........ ....... ....... . . ..III-131 8-02.4 MEASUREMENT ........ .. .... . . ... . . ...... ......... ... ..... ... ... .. ... ....... ..III-131 8-02.5 PAYMENT ........ ................ .......... ..........................................I11-131 8-04 CURB, GUTTERS, AND SPILLWAYS . ....... ........ ... ...... ....... .......... .......... ...III-132 8-04.3 CONSTRUCTION REQUIREMENTS .... .. ...... . ................... ... .... . ... .. III-132 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS, AND SPILLWAYS .. ...........III-132 8-04.5 PAYMENT ......... ........................ . .. . .... ............ . ... .. ... III-132 8-06 CEnAENT COfVCRETE DRIVEWAY ENTRAIVCES . . .. ... .. . ... ... . ..... .. ... . .. III-132 8-061 DESCRIPTION ....... ................. .... ....... .. ................................III-132 8-06.4 11AEASUREMENT ... . ...... ..... ... .. ........ .. .... ................ ... .............111-132 8-06 5 PAYMENT . .. .... ..... .... .. .... . . ......... ..... . .. ... ....... .... .. . ... . ..... III-132 8-13 MONUMENT CASES ....... .... ... . ........... ..... . ... ........ ........ ....... ... . .. .... .....III-133 8-13.1 DESCRIPTION .... ........... ......... .............. .............................III-133 8-13.2 MATERIALS .... . .... .... . ...... ............. .... ... ... .......... ........ .... ....... ... .III-133 8-13.3 CONSTRUCTION REQUIREMENTS ......... ....... .............. . ....... ........... .III-133 8-13.4 MEASUREMENT ........... .... ................................................. .. ........III-133 8-13.5 PAYMENT ..... ......... ............ . .... . ... .. ...... . ... ..... .. .......... .. ... . ..III-133 8-22 PAVEMENT MARKING ..... .... .. .. ..... . ... . . .... ... .... .. .. . ....... .. ... .... .........III-134 8-221 DESCRIPTION .................. ..........................................................III-134 8-22 4 MEASUREMENT . ....... . ..... ... ............ ... ...... .. .............. ... ... .... ...III-134 8-22.5 PAYMENT ......................... ... .......... ...... ............... .......... ...III-134 City of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements lll-x November 2013 Contract Documents Table of Contents ' ' DIVISION 9 MATERIALS... . .. . . . . ............. .... .... . ...... ........ . .. ...... ...... . ... .... ...III-135 ' 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS .. ... .. .. ... . . ... .. III-135 9-05.23 HIGH-DENSITY POLYETHYLENE (HDPE) PIPE . . .. .... . ............ ........III-135 � 9-30 WATER DISTRIBUTION MATERIALS .............. ..... ....... .. .. .. ..... .......... ........III-136 9-30.1 PIPE ....................... ....... ........................... .. .... ..................III-136 ' 9-30.2 FITTINGS .... . ..... . . . .. ....... ................ . ...... ... .. .... ....... ... ...............III-137 . -1 7 9-30.2(6) RESTRAINED JOINTS ... . .. ........... .. . . . .... ... . 9-30.3 VALVES ... .......... .... ......... ............. .. ......... ..... ........ .............III-137 � 9-30.3(4) VALVE BOXES . .... . . ..... .. ............ .. ... ... ... ... . ..... . .. ....... .. ... . .III-137 9-30.3(5) VALVE MARKER POSTS ... ... ............... ..... .... ...... ... . . ... .... ... .. ... III-138 t 9-30.5 HYDRANTS . . ...... ....... ..... . . ....... .. . ...... .. .... ...... ... ......... .. .......III 138 ........ . III 138 9-30.5(2) HYDRANT DIMENSIONS ......... .... .. ......... ... .......... .... ...... .. - , 9-30.5(6) GUARD POSTS ....... . ........ ... ........... . ........ . . ....... .. .. ... .. III-138 9-30.6 WATER SERVICE CONNECTIONS (2 INCHES AND SMALLER) ........ III-138 9-30.6(1) SADDLES .......... . ................ ... .... .. .. . ...... .. ... .... ........ ..... ... ........III-139 ' 9-30.6(2) CORPORATION STOPS ... ..... .. .. ...... ... ..... .. ... ..... ... .. ........ ...... III-139 9-30.6(3) SERVICE PIPES . .. . .......... .... ....... .. .. ... ... .. .. ............ ........ .....III-139 , 9-30.6(3)B POLYETHYLENE TUBING .. .... .... . . ..... .. ... ..... .. ......... ..... .. ......111-139 � L� � ' � LJ ' STANDARDPLANS . . ..... ... .. ........ .............. .. . ... ........ ............ . . ............. .. ... ..III-141 1 C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements xi November 2013 Con[ract Documents Table of Contents C ' ' ' � ' ' , , , 1 , ' , ' ' � ' ' SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS ��*.**. The work on this pro�ect shall be accomplished in accordance 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 up of both General Special Provisions (GSPs) from various sources, which may have pro�ect-specific fill-ins, and pro�ect-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 port�on 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) (April 7, 2007 City of Bremerton GSP) - City of Bremerton GSPs are indicated by the characters (**"**`) - City of Bremerton new sections are indicated by the text (NEW SECTION) Also incorporated mto the Contract Documents by reference are the following documents The Contractor shall obtain copies of these publications, at Contractor's own expense Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washmgton State modifications, if any - Standard Plans for Road, Bridge and Murncipal Construction, WSDOT/APWA, current edition - City of Bremerton Standards for Work in the Right-of-Way (avadable at http //www ci bremerton wa us/display php�id=424 ' Ciry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents lll-1 236-1896-113 (01/04) November 2013 Speaal Prows�ons ' [l ' � ' ' � � ' � � ' �� ' ' This Page intentionally Left Blank 1 ' C�ry of Bremerton Washington Avenue Sewer Improvements Contract Documents !ll-2 236-1896-113 (01/04) � November 2013 Speaal Provis�ons ' � ' � ' ' ' ' ' ' 1-01 ' , � � Il DIVISION 1 DESCRIPTION OF WORK GENERAL REQUIREMENTS �#*#.*.� This Contract prowdes for the completion of the Washington Avenue Sewer Improvements Pro�ect, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications The improvements for which bids wdl be received are described as follows The WORK to be completed under this Contract generally consists of replacing 800 feet of sewer main with 10-inch-diameter HDPE and 500 feet of sewer main with 8-inch- diameter PVC pipe, constructmg 800 feet of new 4-inch-diameter HDPE sewer pipe slip- lined through an 8-inch-diameter ductile iron water main that will be abandoned as part of this pro�ect, 2,500 feet of 8-inch-diameter ductde iron water main, 14 individual grinder pump stations with 1,100 feet of 1-1/4-inch-diameter HDPE pressure sewer lateral pipe, and the demolition of 1,000 feet of existmg concrete pavement roadway along Sheldon Boulevard and reconstruction with an HMA pavement Pro�ect site is located within the vicinity of Evergreen Park and the Manette Bridge DEFINITIONS AND TERMS Definitions 1-01.3 �******� This Section is supplemented with the following All references in the Standard Specifications 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 "Contractmg Agency" All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location" The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Supenor 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 ' �J J Alternate One of finro or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-3 November 2013 Contract Documents Div�s�on 1 I I Business Day - A business day is any day from Monday through Friday except holidays as listed in Section 1-08 5 City The word "City" shall mean the City of Bremerton, Department of Public Works and Utdities, 3027 Olympus Drive, Bremerton, Washington, 98310 Comm�ssion, Washington State Transportation Commission Substitute the following The words "Commission" or "Washington State Transportation Commission" shall refer to the City of Bremerton City Councd 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 "ContracY' Contract T�me The period of time established by the terms and conditions of the Contract within which the Work must be substantially complete The Contract Time is in calendar days Contracteng Agency The City of Bremerton, Department of Public Works and Utdities, 3027 Olympus Drive, Bremerton, Washington, 98310 acting through its legally constituted officials, agents, officers, or employees, is responsible for the execution and administration of the Contract 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 offic�ally binds the Agency to the Contract Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begms Ciry of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-4 236-1896-113 (Ol/04) ' November 2013 D�vis�on 1 � � � 1 ' Substantial Completion Date The day the Engmeer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remairnng tra�c disruptions wdl be rare and brief, and only minor incidental work, replacement of temporary substitute facdities, plant establishment periods, or correction or repair remams for the Physical Completion of the total Contract Physical Completion Date , The day all of the Work is physically completed on the pro�ect All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date ' L__J �J � 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 Contractmg Agency accepts the Work as complete Department, Department of Transportation Substitute the following The words "Department" or "Department of Transportation" shall mean the City of 1 Bremerton, Department of Public Works and Utdities, 3027 Olympus Drive, Bremerton, Washington, 98310 � � Engineer Substitute the following The word "Engineer" shall mean the City of Bremerton City Engineer and his/her authorized representatives Force Account Work ' Additional Work that may be required because of City-directed changes in the work, differing site conditions, emergencies or other reasons that the Engmeer determines is not included in the Contract urnt prices, and for which payment is to be determined as ' required by Sections 1-04 and 1-09 of this Contract Force Account Work shall be authorized only by written Work Change Directive issued by the Engineer � ' , Imported Material Materials obtamed from sources outside the pro�ect site that are not furnished by the City Materials excavated from anywhere on the pro�ect or from designated borrow areas, or that are furrnshed by the City, shall not be considered imported material ' City of Bremerton Washington Avenue Sewer Improvements Contract Documen[s lll-5 236-1896-113 (Ol/04) November 2013 D�v�s�on 1 u Laboratory Delete this definition and substitute the followmg The word "Laboratory" shall mean the official laboratories of the City of Bremerton, or other laboratories the City of Bremerton authorizes to test work, sods, and materials Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the Bid Notice to Proceed The written notice from the Contractmg 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 Owner The City of Bremerton, Department of Public Works and Utilities, 3027'Olympus Dnve, Bremerton, Washington, 98310 acting through its legally constituted officials, agents, officers, or employees, is responsible for the execution and admmistration of the Contract Plans Add the following Plans consist of City of Bremerton Standard Detads mcluded m Appendix B Provide The word "provide" shall be understood to mean "furnish and install, complete in place " Secretary, Secretary of Transportation Substitute the followmg All reference to the words "Secretary" or "Secretary of Transportation" shall mean the City of Bremerton City Council, Mayor or their authorized representatives State ' Substitute the following The word "State" shall mean the City of Bremerton Department of Publ�c Works and Utdities, 3027 Olympus Drive, Bremerton, Washmgton, 98310 When in reference to a State law or code, "State" shall remain in effect _ Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic Work Change Directive A written order issued by the Engineer directing a change in the design, specifications, quantities, materials or methods of the work A Work Change Directive may, or may not, alter the Contract Price or Contract Time C�ry of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-6 November 2013 Con[ract Documents D�v�s�on 1 ' , 1-02 ' 1-02 1 � ' ' � � � � ' , � , � � � BID PROCEDURES AND CONDITIONS Prequalification of Bidders (January 24, 2011 APWA GSP) Delete this Section and replace it with the following 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 pro�ect 1-02 2 Plans and Specificat�ons �.:#.**� 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 Noticing Invitmg Bids After award of the contract, plans and specifications wdl be issued to the Contractor at no cost as detaded below To Prime Contractor Reduced plans (11" x 17") Contract Provisions Large plans (e g, 22" x 34") No of Sets 5 � r Basis of Distribution Furnished automatically upon award Furnished automatically upon award Furnished only upon request Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Notice Invitmg Bids 1-02.3 Estimated Quantities �:****� Delete this section and replace with the following The est�mated quantities shown in the bid forms are estimates only, bemg given only as the basis for the comparison of bids, and the City does not warrant, expressly or by impl�cation, that the actual amount of work wdl correspond therewith The right to increase or decrease the amount of any class or portion of the work or to make changes in the work required as may be deemed necessary is reserved by the City as provided elsewhere in these specifications The basis of payment will be the actual unit bid items of work performed and measured in accordance with the contract All prospective bidders should note that certam bid items might be included in the Bid Form to establish a unit price should the use of those items become necessary durmg construction Allowance will not be made for loss of anticipated profits or additional compensation should the use of these items be deemed unnecessary ' C�ry of Bremerton Wash►ngton Avenue Sewer lmpravements Contract Documents lll-7 236-1896-113 (O7/04) November 2013 Drv�sion 1 ' 1-02.4 1-02 4(1) Examination of Plans, Specifications, and Site of Work General �*.***.� Section 1-02 4(1) is supplemented with the fol{owmg No mterpretation of the meaning of the Plans, Specifications, or other Prebid Documents wdl be made to any bidder orally Every request for such mterpretation shall be submitted in writing, addressed to the City, and to be given consideration, shall be received at least 10 days prior to date fixed for bid opening Any and all such interpretations and any supplemental instructions will be in the form of wntten Addenda to the Specifications that, if issued, wdl be mailed or otherwise delivered to each prospective bidder Failure of any bidder to receive any such Addendum sha11 not relieve such bidder from any obligation under his bid as submitted All Addenda so issued shall become a part of the Contract Documents 1-02.4(2j Subsurface Information �.:****� Replace Section 1-02 4(2) with the following A geotechrncal evaluation of Sheldon Boulevard was performed by Shannon & Wilson A copy of the geotechrncal report is mcluded in Appendix E No other subsoil investigations were conducted at the site of the work The Contractor is responsible for knowing and understanding subsurface conditions The City assumes no responsibdity for soil conditions or groundwater level The Contractor shall include provisions in the bid to properly handle subsurface conditions 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following The Proposal Form wdl identify the pro�ect and its location and describe the work It wdl also list estimated quantit�es, urnts of ineasurement, the items of work, and the matenals 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 mk The required certifications are mcluded as part of the Proposal Form The Contracting Agency reserves the nght 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 m the Proposal Form unless otherwise specified Ci[y of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements lll-8 November 2013 Contrac[ Documents Div�s�on 1 � ' 1-02.6 Preparation of Proposal � ' ' ' ' (June 27, 2011 APWA GSP) Supplement the second paragraph with the following 4 If a mmimum bid amount has been established for any item, the urnt 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 �oint venture shall be executed in the �oint venture name and be signed by a member of the �oint venture A copy of the �oint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement � L�� , ' � ' ' , LJ A bid by a limited liability company shall be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the �oint venture must appear below the signature 1-02 7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following Bid bonds shall contain the followmg �� 3 1 Contracting Agency-assigned number for the pro�ect, Name of the pro�ect, The Contracting Agency named as obiigee, 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 City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements !ll-9 November 2013 Contract Documents Divis�on 1 ' if so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provis�ons If so stated in the Contract Provisions, cash will not be accepted for a bid deposit 1-02.8 1-02 8(1) Non-Collus�on Declaration and Lobbying Certification Non-Collusion Declarat�on �:.:*.:�*� Section 1-02 8(1) is supplemented with the following As a condition precedent to award of the Contract for this work, the successful bidder shall file a sworn statement executed by, or on behalf of, the person, association, or corporation that he (they) has (have) not either directly or mdirectly, entered mto any agreement, participated in any collusion, or otherwise taken any action m restraint of free competitive biddmg in connection with such Contract This sworn statement shall be m the form of an affidavit executed and sworn to be the successful bidder before a person who is authorized by the Laws of this State to administer oaths The orig�nal of such sworn statement shall be fded with the City Cferk, City of Bremerton, prior to the award of the contract The Non-Collusion Affidavit will be a part of the Bid Proposal By signing this proposal, the bidder wdl be deemed to have signed and agreed to the provisions of the Non-Collusion Affidavit 1-02.9 Delivery of Proposal �:#:#:.� Replace Section 1-02 9 with the following Each proposal shall be submitted only on the blank forms bound in this document, and submitted in a sealed envelope marked clearly with the pro�ect name Bid packet submitted shall include all bid forms listed �n the B�dder Checklist m Part I 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read 1 A proposal will be considered irregular and wdl be re�ected if a The Bidder is not prequalified when so required, b The authorized proposal form furnished by the Contracting Agency is not used or is altered, c The completed proposaf form contains any unauthorized additions, deletions, alternate Bids, or conditions, C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements 111-10 November 2013 Contract Documents D�vis�on 1 , � � ' ' � � , 1 �l ' LJ � �� , � � � d The Bidder adds provisions reserving the right to re�ect or accept the award, or enter into the Contract, e A price per unit cannot be determined from the Bid Proposal, f The Proposal form is not properly executed, g The Bidder fads 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, Minority or Women's Business Enterprise Certification, if applicable, as reqwred in Section 1-02 6, i The Bidder fads to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utdization 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 fads to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02 6, or if the documentation that is submitted fa�ls 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 I More than one proposal is submitted for the same pro�ect from a Bidder under the same or different names 1-02 14 Disqualification of Bidders �..:�**� Delete this Section and replace it with the following A Bidder will be deemed not responsible if 1 The Bidder does not meet the mandatory bidder responsibility critena m RCW 39 04 350(1), as amended, or 2 evidence of collusion exists with any other Bidder or potential Bidder Participants in collusion wdl be restricted from submitting further bids, or 3 the Bidder, in the opirnon of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder, or City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 1!1-17 November 2013 Contract Documents Divis�on 1 1 4 an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as �udged from the standpoint of conduct of the work, workmanship, or progress, affirmative action, equal employment opporturnty practices, termination for cause, or Disadvantaged Business Enterprise, Minority Busmess Enterprise, or Women's Business Enterprise utdization, or 5 there is uncompleted work (Contracting Agency or otherwise), which in the opmion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon, or 6 the Bidder faded to settle bdls for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency, or 7 the Bidder has faded to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency, or 8 the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency, or 9 there are any other reasons deemed proper by the Contracting Agency As evidence that the Bidder meets the bidder responsibility criteria above, the apparent finro lowest Bidders may be required to submit to the Contracting Agency within 24 hours of the bid submittal deadlme, documentation (sufficient in the sole �udgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibdity The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, mcluding but not limited to (i) financial, historical, or operational data from the Bidder, (u) information obtained directly by the Contractmg Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises, and (ui) any additional information obtained by the Contractmg Agency which is believed to be relevant to the matter If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder m writing, with the reasons for its determination If the Bidder disagrees with this determination, it may appeal the determmation withm 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency The Contracting Agency wdl consider the appeal before issuing its final determination If the final determination affirms that the Bidder is not responsible, the Contracting Agency wdl not execute a contract w�th any other Bidder untd at least finro business days after the Bidder determmed to be not responsible has received the final determmation C�ty of Bremerton Wash�ngton Avenue Sewer lmprovements Contract Documents lll-12 236-1896-113 (Ol/04) � November 2013 D�v�s►on 1 ' ' , ' � � � ' � � � ' ' ' u ' � � ' 1-02 15 Pre Award Information (August 14, 2013 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 A complete statement of the origm, composition, and manufacture of any or all materrals to be used, 2 Samples of these materials for quality and fitness tests, 3 A progress schedule (in a form the Contracting Agency requires) showmg 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 coqy of, a business license to do business in the citv or countv where the work is located 7 Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder y �.**.*.� Add the following new section 1-02.16 Addenda and Interpretations of Documents (NEW SECTION) No oral mterpretation of the mearnng of the plans, specifications, or other pre bid documents will be made to any bidder Every request for such interpretation shall be submitted in writing, addressed to the City's contact person (listed on the cover page of these contract documents), and to be given consideration, shall be received at least three (3) workmg days prior to date f�xed for B�d Opernng Any and all such interpretations and supplemental mstructions will be in the form of wntten addenda to the Specifications which, if issued, wdl be maded or otherwise delivered to each prospective bidder Failure of any bidder to receive any such addendum shall not relieve such bidder from any obligation under his bid as submitted All addenda so issued shall become a part of the Contract documents 1-03 1-03.1 AWARD AND EXECUTION OF CONTRACT Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read After opening and reading proposals, the Contracting Agency wdl 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 wdl 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 wdl Gtyof Bremerton 236-1896-113 (Ol/04) Wash►ngton Avenue Sewer Improvements lll-13 November 2013 Contract Documents D�wsion 1 ' undaterally revise the unit or lump sum price, to the minimum speci�ed 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, wdl be used by the Contract�ng Agency for award purposes and to fix the Awarded Contract Pnce amount and the amount of the contract bond 1-03.3 Execution of Contract �*#�##*� Replace Section 1-03 3 with the following The City will mad three copies of the contract to the successful Bidder immediately after award Withm 10 calendar days from receipt of the contracts, the successful bidder shall return 3 signed origmal contracts, msurance certificates as reqwred by Section 1-03 8, and a satisfactory bond as required by law and Section 1-03 4 of these Contract Documents Before execution of the contract by the City, the successful bidder shall provide any pre-award information the City may require under Section 1-02 15 Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the pro�ect limits or within City-furrnshed 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 City If the bidder's performance of the requirements of this Section is delayed by circumstances beyond the bidder's control, the City may grant up to 20 calendar days of additional time, provided that the City agrees that circumstances warrant an extension 1-03.4 Contract Bond �****..� Replace Section 1-03 4 with the following The successful bidder shail provide executed contract bonds in the form of a Performance Bond and a separate Payment Bond, each for the full contract amount The Pe�formance 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 Washmgton 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 Contractmg Agency against any claim of direct or indirect loss resulting from the failure of the C►ty of Bremerton 236-1896-113 (O]/04) Wash�ngton Avenue Sewer Improvements iii-14 November 2013 Contract Documents D�vis►on 1 ' ' ' , � � C� Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract 5 Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond, and 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 sigrnng 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) The Payment Bond shall 1 Be on a Contractmg 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 Washmgton published by the Office of the Insurance Commissioner, c Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resultmg from the fadure of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work, 3 Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond, and , 4 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 wntten proof of the authonty ' 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) , � The Performance Bond for this pro�ect shall remain in full force and effect for a period of one (1) year following acceptance by the City The bond shall be executed by a surety company authorized to do business withm the State of Washington and shall be sub�ect to the approval of the City 1-03.7 Judicial Review , ��***.�� Delete all occurrences of "Thurston County" in this section and replace with "Kitsap County" ' ' City of Bremenon Wash►ngton Avenue Sewer Improvements Contract Documents lll-15 236-1896-113 (01/04) November 2013 Div�s�on 1 , 1-04 1-04.2 SCOPE OF WORK Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read Any inconsistency m 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 Detads (if any), and 8 WSDOT Standard Plans for Road, Bndge, and Municipal Construction 1-04 4 Changes 1-04.4(1) Minor Changes �..**.*� Section 1-04 4(1) is supplemented with the following Payments or credits for changes amountmg to $10,000 or less, excludmg increased or decreased quantities, may be made under the bid item "IVlmor Changes and Force Account" At the discretion of the Contractmg Agency, this procedure for Minor Changes may be used m lieu of the more formal procedure as outlined in Section 1-04 4, "Changes " The Contractor wdl be provided a copy of the completed order for Minor Change The agreement for the Minor Change will be documented by signature of the Contractor, or notation of verbal agreement by the Engineer If the Contractor is in disagreement with anythmg required by the order for Mmor Change, the Contractor may protest the order as provided in the Standard Specifications, Section 1 04 5 Payments or credits will be determined m accordance with the Standard Specifications, Section 1 09 4 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Changes and Force Account" m the Proposal to become a part of the total bid by the Contractor C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-16 November 2013 Conuact Documents Diws�on 1 ' ' 1-04 6 Variation in Estimated Quantities ' , , Section 1-04 6 is deleted in its entirety �******� Add the following new section 1-04.12 Phased Substantial Completion (NEW SECTION) The WORK will be accomplished in two phases which are described as follows ' , ' ' , � � ' , 1-05 1-05 3 , ' � � Phase 1 consists of material procurement (upon submittal approval), mobilization, construction of all utdity and roadway improvements within the public rights-of-ways of Sheldon Boulevard, 14th Street, 13th Street, McKenzie Avenue, Cogean Avenue, Pacific Avenue, Pleasant Avenue, and lower Highland Avenue as shown in the areas on Sheets C1 1, C1 2, C1 3, C1 4 C1 5, C1 9, C1 10, and C1 11 (reference Sheet Key Map on Sheet G1 4) In order to accommodate seasonal events at Evergreen Park, Phase 1 work shall obtain Substantial Completion by May 1, 2014 Substantial completion for Phase 1 shall include final pavmg, demobdization, and reopenmg to traffic of Sheldon Boulevard, 14th Street, McKenzie Avenue, Cogean Avenue, Pleasant Avenue, lower Highland Avenue, Pacific Avenue, and 13th Street The Contractor must vacate the stagmg area at 13th and Cogean prior to final paving but may retain the staging area ad�acent to the 9-11 Memorial Site on Highland Avenue for the remainder of the work Phase 2 consists of the construction of utdity and roadway improvements along Highland Avenue, (south of 13th Street), 11th Place, and Washington Avenue as shown in the areas on Sheets C1 5, C1 6, C1 7, and C1 8, as well as installation of all individual grinder pump stations on Washington Avenue Phase 2 Substantial Completion is 210 calendar days from the Notice to Proceed for this phase and constitutes completion of the remainder of the work Notice to Proceed for both Phase 1 and Phase 2 wdl be issued concurrently immediately after execution of the contract by both parties CONTROL OF WORK Plans and Working Drawings �*:*�**� Supplement this section with the following Record Drawings Prior to acceptance of the completed pro�ect, the Contractor shall furrnsh the Engineer one legible and neatly marked set of full-sized Plans showing any changes in location, elevation, or configuration of the pipelines and appurtenant valves and fittmgs, manholes, catch basins, site work, and other pertinent items These Plans shall be kept current during the course of construction, kept on site at the Contractor's site office, and be available for review C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements lll-17 November 2013 Contract Documents D�ws�on 1 ' by the Engineer at all times The Contractor is not responsible to complete record drawings in electronic format (e g, AutoCAD) Record drawings shall be updated dady and changes occurring on any day shall be entered on the record drawings by noon on the next workmg day The Contractor and the Engineer shall review the record drawings weekly A pay submittal shall not be considered complete or payable if the record drawings are not current as required by this session No measurement or payment wdl be made to complete record drawings Record drawings shall be considered incidental to other bid items 1-05.4 Conformity with and Deviat�ons from Plans and Stakes Section 1-05 4 is supplemented with the following Owner-Provided Surveying Staking for the installation of utilities and for the construction of the roadway and other facdities wdl be provided by the Owner as follows Sewer One (1) offset stake and hub wdl be provided at approximately 50-foot intervals along the proposed sewer main Imes, with cut/fill identified to pipe invert Two (2) offset stakes and hubs wdl also be provided for manholes along the sewer main lines, with cut/fdl identified to invert and rim Cut sheets showmg results of the sewer staking wdl be provided to the Contractor Water One (1) offset stake and hub wdl be prowded at +/-50-foot intervals and/or appropriate tee/bend locations along the new water lines, along w�th water appurtenances such as water meters, hydrants, and valves Storm Sewer One (1) offset stake and hub wdl be provided at approximately 50-foot intervals along the proposed storm Imes with cu�ll identified to pipe mvert Two (2) offset stakes and hubs wdl also be provided for Manholes or Catch Basins along the storm lines, with cu�ll identified to invert and rim Cut sheets showing results of the storm staking will be provided to the Contractor Roadway Rough Grading One (1) offset stake and hub 50-foot intervals along the proposed constructio given to firnsh grade for rough grading purposes wdl be rovided at a roximatel ' P pP Y n centerline Cuts and fills will be Curbs and Asphalt Edges One (1) offset stake and hub wdl be provided at approximately 25-foot intervals along the proposed curbs and asphalt edges, including PCs/PTs of curves, angle points, and radius points where applicable Cuts and fdls wdl be given to the top back of curb All other required staking shall be provided by the Contractor as Pro�ect Surveying In addition to the requirements of Section 1-05 of the Standard Specifications, the following shall apply • A minimum notice of 3 working days shall be required for staking requests Staking increments shall be for a minimum of one full day • All stakmg requests shall be in wnting on a form provided by the Owner (see Appendix D) City of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements 111-18 November 2013 Contract Documents Diwsion 1 8 � ' ' � � , ' ' 1 � ' � ' ' � • Staking shall be consistent with acceptable practices • All stakes shall be set one time only Replacement stakes, if needed, shall be paid for by the Contractor Monuments and Property Corners It is the Contractor's responsibdity to notify the Engineer if a monument or property corner will be damaged or lost due to construction activities in accordance with Washington State Law, the monument or property corner must be perpetuated and replaced upon completion of the pro�ect Monument Positions Monuments shall be referenced and an application for permit to remove or destroy a survey monument wdl be fdled out by the City and will be submitted to the Department of Natural Resources (DNR) Upon completion of the road surface, the destroyed monument position wdl be reset and referenced by four 2-foot straddle positions set by the City The Contractor wdl then drdl and core out the monument position and place a blank surface brass monument cemented in the cored position, after which the City wdl mark the referenced position and file a completion report for Monument Removal or Destruction with the DNR �.«*.**� 1-05.5 Submittals (NEW SECTION) 1-05.5(1) General ' Submittals covered by these requirements include manufacturers' information, Shop Drawings, test procedures, test results, samples, requests for substitutions, and miscellaneous work-related submittals Submittals shall also mclude, but not be limited to, all ' materials, fabricated items, schedules, plans, and all other submittals specifically listed elsewhere in the Contract Documents The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and ' manufacturer's installation and other instructions as specifically required in the Contract Documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the Contract Documents � 1-05.5(2) Contractor's Responsibilities The Contractor shall be responsible for the accuracy and completeness of the information ' contained in each submittal and shall assure that the material, equipment, or method of work shall be as descnbed in the submittal The Contractor shall verify that all features of all products conform to the specified requirements Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment, which are being submitted for 1 review All extraneous materials shall be crossed out or otherwise obliterated The Contra�tor shall ensure that there is no conflict with other submittals and notify the City in each case where his submittal may affect the work of another contractor or the City The ' Contractor shall completely coordinate submittals among his subcontractors and suppliers including those submittals complying with applicable technical sections � , The Contractor shall coordinate submittals with the work so that work wdl not be delayed The Contractor shall coordinate and schedule different categories of submittals, so that one will not be delayed for lack of coordmation with another No extension of time wdl be allowed C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements Ill-19 November 2013 ConVact Documents D�vis�on 1 , because of fadure to properly coordinate, schedule or provide complete subm�ttals, or not allowing for sufficient review and processing time by the City The Contractor shall not proceed with any portion of work related to a submittal untd 1 The submittal process is complete, 2 Contractor has obtained from the City a submittal marked "No Exceptions Taken", "Make Corrections Noted" or "Product Data/Not Reviewed" � The Contractor shall certify on each submittal document that he has reviewed the submittal, verified field conditions, and complied with the Contract Documents by signing and dating the submittal transmittal form The Contractor may authorize in writing a material or equipment supplier to deal directly with the City with regard to a submittal These dealings shall be limited to contract interpretations to clarify and expedite the work In such cases, the Contractor is not absolved from his responsibihties defined herein ; 1-05.5(3) Request for Substitution or Deviation Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the naming of the item or supplier is intended to establish the type, function, and quality required Unless expressly stated otherwise, materials or equipment of other suppliers may be accepted if sufficient information is submitted by the CONTRACTOR to allow the ENGIiVEER to determme that the material or equipment proposed is equivalent or equal to that named The Contractor shall bear all actual costs incurred by the City associated with review of a proposed substitution or deviation regardless of whether the substitution or deviation is ultimately approved by the City Requests for substitution or deviation for other equipment or mater�al shall be m writing and shall be accompanied with sufficient mformation to permit the City to identify the nature and scope of the request Information to be provided along with the request shall include 1 All submittal mformation required for the specified equipment, includmg all deviations from the spec�fied requirements necessitated by the proposed substitution 2 Materials of construction, including material specifications and references 3 PerFormance data, including perFormance curves and guaranteed power consumption, over the range of specified operating conditions 4 Dimensional drawmgs, showing required access and clearances, including any changes to the work required to accommodate the proposed substitution or deviation 5 Where controls are a part of the proposed substitution or dewation, piping, process and instrumentation drawings (PIDs), produced in the pro�ect format and with pro�ect- specific symbols, along with control descriptions C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements 111-20 November 2013 Contract Documents D�ws�on 1 ' �' ' , 6 Where controls specified in the pro�ect manual require modification to accommodate the proposed substitution or deviation, piping, process and instrumentation drawings (PIDs), produced in pro�ect format and with pro�ect-specific symbols, with all required modifications cleariy highlighted 7 Information and perFormance characteristics for all system components and ancillary devices to be furrnshed as a part of the proposed substitution or deviation ' 8 Reproducible contract drawings, marked up to illustrate the alterations to all structural, architectural, mechanical, electrical, and HVAC systems required to accommodate the proposed substitution or deviation ' ' � l�J ' � ' �� ' LJ ' ' 9 A list of installations of the proposed substitution or deviation indicating application, location, owner and date of first use Upon receipt of written application for substitution or deviation from the Contractor, including the mformation specified above, the City wdl estimate the cost of evaluating the request and present the estimate to the Contractor The Contractor is advised that the estimate is based upon the best information available to the City at the time, however, the actual cost, based on time and expense, will be documented and applied in the final analysis of the substitution or deviation request If the Contractor wishes to proceed with the request, he shall advise the City in writmg and submit sufficient additional information as may be requested by the City No evaluation will take place until such time as the Contractor has agreed to the estimate in writing and has authorized the City to deduct the actual cost of the evaluation from monthly progress payments due the Contractor 1-05.5(4) Categories of Submittals Shop Drawings Per Section 1-06 1 Samples Per Section 1-06 1 Administrative Submittals Submittals that are not Shop Drawmgs or Samples, or that do not reflect quality of product or method of construction May include, but not be limited to 1 Applications for payment 2 Construction photographs 3 Progress reports 4 Progress schedules 5 Schedule of values 6 Schedule of estimated progress payments 7 Traming matenals 8 Trammg schedules 9 Submittals required by laws, regulations, and governing agencies ' C►ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-21 236-1896-113 (01/04) November 2013 Diws�on 1 � ' Quality Control Submittals May include, but not be limited to 1 Manufacturer's instructions 2 Certificates/Certifications a Manufacturer's b Inspection 3 Governing Agency's 4 Manufacturer's field service reports 5 Manufacturer's test reports 6 Operation and maintenance data 7 Operation and maintenance manuals 8 Quality control plan 9 Reports (inspection and test) 10 Statements of qualifications 11 Test specimens Submittals (Product Data) for information Only Required Submittals (Product Data) for Information Only are not sub�ect to submittal review procedures and shall be provided where specified as part of the work under this contract and its acceptabdity determined under normal inspection procedures 1-05.5(5) Subm�ttal Transmittal Procedure When the Contract Documents require a submittal, the Contractor shall submit the specified information to the designated City representative via e-mail in Adobe PDF format Unless otherwise specified, submittals shall be accompanied by transmittal forms to be provided by City A separate form shall be used for each specific item, class of material, equipment, and items specified m separate, discrete sections, for which the submittal is required The form shall be signed by the Contractor's review or authorized representative Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipment numbers Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole A unique number, sequentially assigned, shall be noted on the transmittal form accompanymg each item submitted Origmal submittal numbers shall have the following format "XXX", where "XXX" is the sequential number assigned by the Contractor Resubmittals shall have the following format �XXX-Y", where "XXX" is the ongmally C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-22 November 2013 Contract Documents Division 1 i1 �J u ' � ' assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i e, A, B, or C being the 1 st, 2nd, and 3rd resubmittals, respectively Submittal 025—B, for example, is the second resubmittal of submittal 025 Submittals which are mcomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked-up speafications and/or drawmgs when specified , are not acceptable and will be returned without review All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor's signature 1-05.5(6) Submittal Review Procedure � Unless otherwise specified, within 14 calendar days after receipt of a submittal for review and comment, the City shall rev�ew the submittal and return the reviewed copy with the transmittal cover sheet via e-mad in Adobe PDF format , ' ' � ' ' � � ' � If the review indicates that the material or equipment complies with the pro�ect manual, submittal copies wdl be marked "NO EXCEPTIONS TAKEN " In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal 2 If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED " The Contractor may begin mcorporating the material and equipment covered by the submittal in accordance with the noted corrections Where submittal information wdl be incorporated m O&M data, a corrected copy shall be provided 3 If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked AMEND AND RESUBMIT Except at his own risk, the �� » Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 4 if the review mdicates that the matenal, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS " Submittals with deviations which have not been identified clearly may be re�ected Except at his own risk, the Contractor shall not undertake the work covered by such submittals untd a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 5 If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal wdl be marked "PRODUCT DATA/NOT REVIEWED Acceptabdity of the material, equipment, or work shall be determmed under normal inspection procedures 1-05.5(6)A Effect of Review of Contractor's Submittals Review of drawings or information regarding materials or equipment the Contractor ' proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liabdity by the City, or by any , C�tyof Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements lll-23 November 2013 Contract Documents D�v�sion 1 � delegated representative, officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of material, or equipment so reviewed A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no ob�ection to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing - the materials or equipment proposed Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with the Contract Documents Any action required is sub�ect to the requirements of the Plans and Specifications The Contractor is responsible for dimensions which shall be confirmed and correlated at the �ob site, coordmation of his work with that of all other trades, and the satisfactory performance of his work 1-05.5(7) Required Submittals The Contractor shall provide the City all required submittals identified m the Special Provisions and Standard Specifications Sections, or shown on Contract Plans, which shall include, but not be limited to 1-05.5(7)A Submittals for the Pre-construction Conference The following items shall be submitted at the pre-construction conference prior to the Notice to Proceed For each item, submit 3 hard copies and an electronic copy on a CD-ROM disk 1 Contractor's and Subcontractor's Contact Information - Names and 24-hour contact telephone numbers of contractor's and each subcontractor's key personnel identified m Standard Specifications Section 1-05 13 Electronic copy shall be in MS Word 2 Contractor's Labor Classifications and Rates Classification of all workers to be employed by the Contractor and its subcontractors in the work, excluding the Contractor's Superintendent and General Foremen (if any), and, straight-time and overtime Weighted Wage Rates for each submitted labor classification, computed as required in Standard Specification Section 1-09 6 Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted Electronic copy shall be in MS Excel 3 Contractor's EQUiqment Classifications and Rates Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and, working and standby (idle) hourly rates for each submitted item of equipment, computed as required by Standard Specification Section 1-09 6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein Update and resubmit this entire equipment classification fde whenever equipment or small tools classifications are changed, added or deleted Electronic copy shall be in MS Excel 4 Contractor's Procaress Schedule (Tvpe B) Progress schedule identified in Special Provisions Section 1-08 3(2)A Format shall be Primevera SureTrak or MS Pro�ect C�ty of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer Improvements lll-24 November 2013 Contract Documents D�v�s�on 1 , � ' � � ' ' ' 5 Master Submittal Control Spreadsheet List all required submittals in an Excel Spreadsheet, with assigned number, reference, description, review status, and comments The City wdl review and comment on the document for revisions by the Contractor The spreadsheet shall be reviewed at each meeting to ensure timely submission and review of the submittal documentation 6 Cost breakdown for lump sum items, if applicable 7 List of all Subcontractors, including a Percentage value of work assigned b Principal contact(s) c Address d Telephone and fax numbers 8 List of all requested exceptions to the Contract Documents 1-05 5(7)B Construction Submittals The followmg items shall be submitted, as applicable, at least three weeks prior to the ' associated construction activity to allow ample time for review and resubmittal if necessary • Catalog information and data sheets for all materials to be installed on pro�ect ' • Erosion Control Plans • Mobilization and Stagmg Plan ' • Temporary Traffic Control Plans • Bypass Sewer Pumping Plan ' • Slip-Lirnng Construction Plan • Certification for Traffic Control Supervisor (TCS) • Manufacturer's cert�fication for trench boxes to be utilized ' • Any other construction-related submittal identified elsewhere in the Contract Documents � 1-05.5(7)C Additional Administrative Submittals The following admmistrative submittals shall be submitted when noted ' • Retainage account information — Submit prior to first invoice • Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors — ' Submit prior to issuance of Notice to Proceed • Certified Payrolls — Submit weekly • Affidavit of Wages Paid — Submit upon completion of Work � • Additional submittals where identified in the Contract Documents and as requested by the Engineer ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents 111-25 236-1896-113 (01/04) November 2013 D�ws�on 1 1 1-05.7 Removal of Defective and Unauthorized Work �.*.***� Supplement this section with the following If the Contractor fads to remedy defective or unauthorized work within the time specified in a written notice from the Engmeer, or fads 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 fads to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthonzed work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to perform completed by usmg Contracting Agency or other forces An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentialiy unsafe, or might cause serious risk of loss or damage to the public Direct or indirect costs mcurred by the Contractmg Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor faded or refused to perform, shall be paid by the Contractor Payment wdl be deducted by the Engmeer 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 ad�ustment in contract time or compensation will be allowed because of the delay m 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 dimirnsh 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 1-0510 Guarantees �:#:...� Section 1-05 10 is supplemented with the following If withm one year after the date of Substantial Completion or such period as may be prescnbed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall within seven (7) days of receiving written notice, without cost to City, (i) remove it from the site and replace it with Work that is not defective, and (n) satisfactordy correct or remove and replace any damage to other Work or the works of others resultmg there from If Contractor does not promptly comply with the terms of such mstructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or the re�ected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid for by Contractor C�ty of eremerton Washmgton Avenue Sewer Improvements Contract Documents 11/-26 236-1896-113 (01/04) � November 2013 D�vision 1 ' '� , �I �.J , � Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph, the Warranty Period hereunder with respect to Work wdl be extended for an additional period of one year after such correction or removal and replacement has been satisfactordy completed 1-05.11 Final inspection /+k+kM+ki*� � Replace Section 1-05 11 with the following new Subsections 1-05 11(1) and 1-05 11(2) 1-05.11(1) Substantial Completion Date (NEW SECTION) , When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer m writmg and request the Engineer to 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 mspection, 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 does not consider the work substantially complete and ready for its intended use, the Engmeer wdl, by written notice, so notify the Contractor giving the reasons therefore Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, ddigently 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 1 The Contractor shall notify the City in wnting at least 3 workmg days prior to completion of all work and shall certify that all items have been accomplished and ready for final inspection If all items are not completed and ready for final inspection, no inspection wdl be made at that , time and the Contractor shall reimburse the City for the Engineer's and inspector's fees Engineer and inspector fees are based on labor and material costs, overhead, and profit The Contractor shall reschedule the final inspection as indicated above ' When the Contractor considers the work physically complete and ready for final mspection, the Contractor by written notice, shall request the Engineer to schedule a final mspection The Engineer wdl 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 mcomplete 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 untd the Engineer is satisfied the listed deficiencies have been corrected , C�ry of Bremerton Washmgton Avenue Sewer Improvements Contract Documen[s lll-27 236-1896-113 (Ol/04) November 2013 D�v�sion 1 ' 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 wdl not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, m 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 1-05.12 Final Acceptance �*****.� Delete the third and fourth sentences of the first paragraph of Section 1-05 12 1-05.14 Cooperation With Other Contractors �.*.***� Supplement this section with the followmg CenturyLink intends to construct a new telecommunications conduit along Sheldon Boulevard between Cogean Avenue and Pacific Avenue as shown on the Plans Contractor shall give 2 weeks' notice to City of when this area wdl be available for installation of the new conduit CenturyLink wdl need three (3) days for construction Installation of the telecommunications conduit shall occur prior to placement of the geogrid reinforcement fabnc CenturyLink Contact is Dan O'Toole, (360/478-4423), Dan OToole@CenturyLink com �******� Add the following new section 1-05.16 Water and Power (NEW SECTION) 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 - Water may be obtained from the Owner's hydrants No charge for water will be made unless there is obvious waste The Contractor wdl be required to deposit $2,000 00 for use of a hydrant meter and backflow preventer assembly with the Owner The deposit wdl be refunded upon return of the undamaged meter/backflow preventer assembly Application and deposit for a water meter shall be done at the Department of Community Development (DCD) on the 6th floor of the Norm Dicks Government Center at 345 6th Street City Public Works staff wdl then install the meter at a location requested by the Contractor C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documents 111-28 236-1896-113 (01/04) � November 2013 D�v�s�on 1 ' ' ' , �:#***.� Add the followmg new section 1-05.17 Oral Agreements (NEW SECTION) ' No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract Such oral agreement or conversation shall be considered as unofficial information and in no way ' binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contractmg Agency � 1-06 1-06.1 ' ' � � � L� ' , � ' , � CONTROL OF MATERIAL Approval of Materials Prior To Use �******� Supplement this section with the following Shop Drawings In addition to notification of matenal suppliers and fabricators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings Shop drawings are defined as drawings or data, which dlustrate how specific items, shall be fabricated, manufactured, or installed Shop drawings are required for all shop, field fabricated or manufactured items and shall include all mformation necessary for the fabncation and installation of the item and to show conformance with these contract documents The information shall include, but not be limited to For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and Jacking equipment 2 Shop drawmgs for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings 3 Piping Fabrication and Placement Drawings 4 Erection Drawings 5 Diagrams, Illustrations and Data (product, design, or other) Manufacturers' standard catalog information and details maybe submitted, however, standard manufacturers' information and advertismg literature may not necessarily be sufficient Samples are Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work wdl be �udged Samples submitted shall be of sufficient size and quantity to clearly illustrate functional characteristics of products or materials and full range of colors available Shop drawings and samples shall be submitted in accordance with Section 1-05 5 C�ty of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer Improvements lll-29 November 2013 Contract Documents D�v►s�on 1 C J 1-07 1-07.1 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict befinreen different safety regulations, the more stringent regulation shall aPP�Y The Washington State Department of Labor and Industnes shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA) The Contractor shall maintain at the pro�ect site office, or other well-known place at the pro�ect site, all articles necessary for providing first aid to the in�ured 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 in�ured on the pro�ect site Employees should not be permitted to work on the pro�ect site before the Contractor has established and made known procedures for removal of in�ured persons to a hospital or a doctor's care The Contractor shall have sole responsibdity for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or in�ury resulting from their failure, or improper maintenance, use, or operation The Contractor shall be solely and completely responsible for the conditions of the pro�ect site, includmg safety for all persons and property m the performance of the work This requirement shall apply contmuously, and not be limited to normal workmg 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 m, on, or near the pro�ect site 1-07.2 State Taxes Replace Section 1-07 2, including its subsections, 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 Contractmg Agency will not ad�ust 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 pnces or other contract amounts In some cases, however, state retail sales tax wdl not be included Section 1-07 2(2) describes this exception C►ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements Ill-30 November 2013 Contract Documents D�vis�on 1 � � ' ' L �� , , ' The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Pro�ect) 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 wdl 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 budding, repairing, or improving streets, roads, etc , which are owned by a murncipal 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 combmed sewer systems within and mcluded as a part of the street or road dramage system and power lines when such are part of the roadway lighting system For work perFormed in such cases, the Contractor shall include Washmgton State Retad Sales Taxes in the various urnt bid item prices, or other contract amounts, mcludmg those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed m domg the work � Rule 171 applies to Bid Schedule A 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 buddings, or other structures, upon real property This mcludes, but is not limited to, the construction of streets, roads, highways, etc , owned by the state of Washington, water mains and their appurtenances, sanitary sewers and sewage disposal systems unless such ' sewers and disposal systems are within, and a part of, a street or road drainage system, telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system, , and mstallmg or attachmg 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, retad sales tax on the full contract price The Contracting Agency wdl 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 sub�ect to Rule 170, with the following exception Exception The Contractmg Agency will not add in sales tax for a payment the Contractor or ' a subcontractor makes on the purchase or rental of tools, machmery, equipment, or consumable supplies not integrated into the pro�ect Such sales taxes shall be included in the unit bid item prices or in any other contract amount � �J Rule 170 applies to Bid Schedules B and C , C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documents 111-31 236-1896-113 (01/04) November 2013 D�v�s�on 1 ' 1-07.2(3) Services The Contractor shall not collect retad 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 1-07 5(2) Environmental Regulations State Department of Wildlife and Fisheries �.****:�� Delete the last paragraph and replace with the following Work in all items (1) through (8) above shall be incidental to other contract pay items 1-07.6 Permits and Licenses �*..**�� Section 1-07 6 is supplemented with the following The City has applied for and obtained approval for the followmg permits o SEPA Determination of Non-Sigrnficance • Shoreline Exemption The City is currently obtaining a Hydraulic Pro�ect Approval (HPA) from WDFW to allow for the work on the beach of cutting and capping sewer laterals The permit wdl have speafic requirements for how and when work may occur on the beach HPAs typically do not allow work to occur before June 15 of any calendar year and trenches must be backfilled dady The Contractor shall obtain all other required permits and licenses These include the sewer connection permits for each grinder pump station service, which will be issued by the City, includmg electrical and L&I permits 1-07 13 1-07 13(1) Contractor's Responsibility for Work General �**...*� Section 1-07 13(1) is supplemented with the following It shall be the responsibility of the Contractor to coordinate all work to be performed under this Contract, including the ordering and acquisition of all equipment and materials This coordination shall encompass all work to be performed by the Contractor, their subcontractor, the City of Bremerton and any public utdities that may be involved The Contractor shall submit a performance bond in accordance with the City of Bremerton, State of Washington, Public Works performance and payment bond requirements The performance bond shall be in the full amount of Contract Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of materials, equipment, and workmanship, they nevertheless shall be so guaranteed against mecharncal, structural, or other defects for which the Contractor is C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements lll-32 November 2013 Contract Documents D�v�s�on 1 1 [� � ' ' ' responsible that may develop or become evident within a period of one year from and after acceptance of the work by the City Such guarantees shall include care of backfillmg of ditches or at structures should the fdl settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the Contractor shall have written notice of their existence If the defect, in the opinion of the City, is of such nature as to demand immediate repair, the City shall have the nght to correct and cost thereof shall be borne by the Contractor To support the above guarantee, the Contractor's performance bond shall remain in full force and effect for one year followmg the acceptance of the Pro�ect by the City The bond shall be executed by a surety company authorized to do business within the State of Washington and it shall be sub�ect to the approval of the attorney for the City ' 1-07.15 Temporary Water Pollution/Erosion Control ' ' LJ � i� l U � � , ' ' �..**:*� Section 1-07 15 is supplemented with the following Contractor shall take necessary measures to prevent sdtation of downstream facilities, ad�acent properties and Washington Narrows, Puget Sound When submitting erosion control plan as outlined in the Standard Specification the Contractor shall address the following items 1 Protection of existing storm sewer system 2 Disposal of water from dewatering systems 3 Disposal of water from normal trench dewatenng 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan �***x»*� Section 1-07 15(1) is supplemented with the following All costs associated with the SPCC plan shall be included m the lump sum price for "Mobilization" and will mclude 1 All costs associated with developing the SPCC plan 2 All costs associated with providing and mamtaining on-site standby materials and equipment described in the SPCC plan Costs associated with cleanup of spols resultmg from Contractor's operations, negligence, or omissions shall not be measured for payment ' City of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-33 236-1896-113 (01/04) November 2013 D►ws�on 1 IJ 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property �**.*.*� Section 1-07 16(1) is supplemented with the following Asphalt concrete pavement or bituminous surFacing outside the pro�ect area that is disturbed by the work shall be restored to its original condition Asphalt pavement restoration shall comply with the provisions of Section 5-04 (Hot Mix Asphalt) of the Standard Specifications All other surfaces, madboxes, fences, signs, etc , disturbed by the pro�ect shall be promptly replaced or relocated to original or better than condition The Contractor shall restore all disturbed landscaping in conformance with Section 8-02 (Roadside Restoration) � i All costs associated with Protection and Restoration of Property, as described under Section 107 16, shall be mcluded in the lump sum price for "Mobdization", except for private property restoration associated with construction of the individual grinder pump stations ��*.***� Add the followmg new subsections 1-07.16(1)A Lot Corners or Permanent Control Points (NEW SECTION) All lot corners or corners of tracts, section corners or permanent markers of subdivisions therein as well as street monuments and right-of-way monuments shall be carefully noted and maintained by the Contractor Some monuments are shown on the Plans and there may be others The Contractor shall notify the Engineer of any existmg federal, state, county, city, and private land monuments encountered prior to pipeline construction The Contractor shall preserve such monuments mtact and undisturbed or they shall be referenced by a land surveyor licensed to practice in the State of Washington prior to any disturbance Any such pin, pipe, stone, plaque, or monument that is removed or disturbed by the Contractor shall be accurately located and replaced by a licensed surveyor at the expense of the Contractor Replacement of survey monuments and lot corners shall conform in all respects to the requirements of RCW 58 09 and Chapter 332 120 WAC Applicable permits as required by the Washington Department of Natural Resources shall be obtained by the contractor's surveyor This work shall be incidental to Contract pay items The City will provide copies of Records of Survey to the Contractor prior to, construction for the contractor's use in protecting monument, corners, and other markers 1-07 16(1)B Preconstruction Photographs (NEW SECTION) The City will take preconstruction photographs immediately prior to construction irntiation in order to provide a substantiated record of the condition of existing improvement These photographs shall be considered as indicative of the nature of the original improvements in determirnng the adequacy or inadequacy of restoration In addition, the Contractor may also wish to document the existing conditions for themselves in the event of a claim situation from an ad�acent property owner City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer lmprovements 111-34 November 2013 Contract Documents D�v�sion 1 ' ' 1-07 16(3) Fences, Mailboxes, Inc�dentals ' ' II ' ' � ' i ' �J � �***:�*� Add the following new subsection 1-07 16(3)A Easements and Permits (NEW SECTION) Where portions of the work are located on public or private property, easements and permits have been or shall be obtamed by the City, including easements for the designated long-term and short-term construction areas Easements wdl provide for the use of property for construction purposes to the extent indicated on the easements Copies of these easements and permits are avadable upon request to the City It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement The Contractor shall confine his construction operations to within the easement limits or street right-of-way limits or make special arrangements with the property owners, tenants, and/or appropriate public agency for the additional area required Any damage to property, either inside or outside the limits of the easements provided by the City, shall be the responsibility of the Contractor as specified herein Before final payment wdl be authorized by the Engineer, the Contractor wdl be required to furnish the City with written releases from property owners or public agencies where side agreements, or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept withm the construction right-of-way obtained by the City 1-07.17 Utilities and Similar Facilities �.**..*� Supplement this section by including the followmg new subsections 1-07.17(3) Underground Utilities (NEW SECTION) Known utilities and structures ad�acent to or encountered m the work are shown on the drawings The locations shown are based upon existing records and the best information available from existing utility plans However, there may be some discrepancies and omissions in the locations and quantities of utdities and structures shown Those shown are for the convernence of the Contractor, and no responsibility is assumed by either the City or the Engineer for the accuracy of their location, existence or completeness No excavation shall commence untd underground facilities have been located Contractor shall use reasonable care, including precisely locating known underground ' facilities If an urndentified underground facdity is encountered, the excavator shall cease digging in the vicmity and notify the Engineer, City and the affected facdity owner In case there is damage, the excavator shall, additionally, take public safety measures, if required ' Damaged underground facdities shall not be buried, relocated and/or repaired, prior to mspection by the City and the affected facdity owner In accordance with and as defined by RCW 19 122, emergency excavations are exempt ' from the time requirements "Emergency" includes customer service outage Provide temporary support for all existing underground utilities when they are exposed and , suspended in the excavation Reference Section 7-08 3(5) for requirements for potholing of existing utilities ' City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-35 November 2013 Contract Documents Divis�on 1 , 1-07.17(4) Contractor's Responsibility for Utilety Properties & Services (NEW SECTI011Q Where the Contractor's operations could cause damage or inconvernence to railway, telegraph, telephone, television, power, oil, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended untd all arrangements necessary for the protection of these utilities and services have been made by the Contractor The Contractor shall protect, m place, all radway, telegraph, telephone (including poles, guy wires and anchors), television, power (includmg poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irngation systems from damage If interfering radway, telegraph, telephone (including poles, guy wires, and anchors), television, power (mcluding poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems are encountered notify the Engineer and the appropriate utility company at least two (2) workmg days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure The Contractor shall pay all costs of protecting and/or relocation of such facdities In the event of interruption to domestic water, sewer, storm drain, or other utdity services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair sub�ect to determination of responsibility In no case shall interruption of any water or utdity service be allowed to exist outside working hours unless prior approval is granted All costs of repairing utdities interrupted or uprooted, replacing driveway and roadside culverts, fences, guard posts, landscape shrubs, traffic signs, and mailboxes shall be considered incidental In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through, only after obtairnng prior approval of the Water Department, Engineering Department, or Fire Department, as applicable, and the Engineer All work and repairs to the water system shall be performed by City forces only The services will be restored with similar or equal materials The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for m these Contract Documents or ordered by the Engineer Existing water mams are generally buried at 3' depth from the ground surFace to the top of pipe The Contractor shall take every possible precaution to preserve the existing improvements All damages to existing improvements from the Contractor's operation, whether within the road right-of-way or in pnvate property, shall be the sole responsibility of the Contractor to remedy The Engineer wdl review the pre-construction photographs for confirmation of possible damage by the Contractor's activities All such areas identified by the Engineer shall be restored to their preconstruction equivalent to the satisfaction of the Owner C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents 111-36 236-1896-113 (O7/04) � November 2013 D�v�sion 1 � �� ' 1-07.17(5) List of Utility Owners (NEW SECTION) ' Following is a list of the utilities serving the work area indicating the name (if avadable) and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work Outside normal ' working hours, report emergencies and irntiate contact with the appropnate individual by calling 911 , t � ' � , � UTILITY CONTACT TABLE UTILITY UTILITY NAME CONTACT TELEPHONE # W�thin City of Bremerton, Department of Public Works and Utilities (PWU) Storm and PWU Pat Jacobsen 473-5920 Sanitary Sewers Ned Lever 473-2398 Water PWU Bob Zurbrugg 473-5920 Ned Lever 473-2398 Streets PWU Jim Orton 473-5359 Gunnar Fridriksson 473-2354 Contact C�ty Engrneer Tom Knuckey at 473-2376 if unable to contact PWU �ndiwduals above OTHER UTILITIES Power Pu et Sound Ener Dis atcher 888-225-5773 Tele hone Centu Link Re air De t 800-573-1311 Gas Cascade Natural Gas Mike Dunn 479-3966 Cable TV Comcast Jerry Biggs 377-8528 415-2477 a er Fiber O tic Conver ence John Stockwell 425-213-6016 } Under round Utilities Locate Service 800-424-5555 Note A/l numbers are (360) refix unless noted otherw�se � 1-07.18 Public Liability and Property Damage Insurance ' � � � � r -, �,� �. 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 re�ect the insurance provided, based on the msurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements ' City of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-37 236-1896-113 (O7/04) November 2013 D►vis�on 1 ' B The Contractor shall keep this msurance in force dunng 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 ciaims 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 maintamed 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 subcontractors' msurance 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 Contractmg Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice G Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s) H The Contractor shall not begin work under the contract untd the required insurance has been obtained and approved by the Contracting Agency 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 wdl be made 1-07.18(2) Additionallnsured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s) • the City of Bremerton and its officers, elected officials, employees, agents, and volunteers • Parametrix, Inc Crty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-38 November 2013 Contract Documents D�vis�on 1 � � � ��, The above-listed entities shall be additional insured(s) for the full avadable limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits mamtained 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 mamtained by the Contractor 1-0718(3) Subcontractors ' Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07 18(5)A and 1-07 18(5)B Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance u 1-07 18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and ' endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work The certificate and endorsements must 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), showmg the policy number The Contractor may submit a copy of any blanket additional insured clause from its policies mstead of a ' separate endorsement A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement ' � i� ' ' ' , ' 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The insurance shall provide the mmimum coverages and limits set forth below Providing coverage m these stated minimum limits shall not be construed to relieve the Contractor from liabdity in excess of such limits All deductibles and self-insured retentions must be disclosed and are sub�ect to approval by the Contracting Agency The cost of any claim payments falling within the deductible shall be the responsibdity of the Contractor 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, mcluding • Per pro�ect aggregate • Premises/Operations Liability • Products/Completed Operations — for a period of one year followmg final acceptance of the work • Personal/Advertising In�ury • Contractual Liability • Independent Contractors Liabdity ' C�ry of Bremenon Washmgton Avenue Sewer Improvements Contract Documents lll-39 236-1896-113 (Ol/04) November 2013 D�v�s�on 1 ' a • Stop Gap / Employers' Liabihty � • Explosion, Collapse, or Underground Property Damage (XCU) - • Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits • $1,000,000 Each Occurrence • $2,000,000 General Aggregate • $1,000,000 Products & Completed Operations Aggregate •$1,000,000 Personal & Advertising In�ury, each offence Stop Gap/Employers' Liabdity • $1,000,000 Each Accident • $1,000,000 • $1,000,000 Disease - Policy Limit Disease - Each Employee 1-07 18(5)B Automobile L�ability Automobde 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 mirnmum limit o $1,000,000 combined single limit 1-07.18(5)C Worker's Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington Add the following new section 1-07.18(5)F Excess or Umbrella Liability (NEW SECTION) (May 10, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liabdity coverage at limits of one (1) million per occurrence and annual aggregate This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto msurance policy coverage This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobde Liabdity coverage, or any combination thereof ' ' t ' � , � � � � ' � � � , � � C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-40 236-1896-113 (Ol/04) � November 2013 D�v�sion 1 � 1 i ' , ' � � , ' ' C ' 1 l_J � ' � ' Add the following new section 1-07.18(5)G Pollution Liability (NEW SECTION) (May 10, 2006 APWA GSP) The Contractor shall provide a Pollution Liabdity policy, providing coverage for claims involving bodily in�ury, property damage (including loss of use of tangible property that has not been physically in�ured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of ciaims ar�smg out of • Contractor's operations related to this pro�ect, and/or • Remediation, abatement, repair, mamtenance or other work with lead-based paint or materials containing asbestos, and/or • Transportation of hazardous materials away from any site related to this pro�ect Such Pollution Liability policy shall prowde the following minimum coverage $1,000,000 each loss and annual aggregate 1-07.23 1-07 23(1) Public Convenience and Safety Construction Under Traffic �.:*..*� Section 1-07 23(1) is supplemented with the following The Contractor shall do whatever work is necessary for safety artd be solely and completely responsible for conditions of the �ob site, including safety of all persons (includmg employees) and property during the Contract period This requirement shall apply continuously and not be limited to normal working hours The Contractor shall at all times provide proper facdities for safe access to the work by authorized government officials Work areas shall be barncaded to prevent public access and provide a buffer between the work zone and the public GENERAL REQUIREMENTS The signage and traffic control measures shown on the attached plans are mmimum requirements meant to show the limits of closure and the nature of the closure for each general segment, as well as any special access and closure requirements The Contractor shall ad�ustJsupplement signage and traffic control devices as necessary for the individual work areas within the segment in conformance with the general requirements for the segment At all times, the Contractor shall furnish, install, and maintain additional signage and other measures to safely route vehicular and pedestnan traffic through the construction area and protect the public from construction activ�ties during both workmg and non-working hours � City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-41 November 2013 Contract Documents D�ws�on 1 ' 2 Pedestnan traffic shall be maintained at all times through the construction area Signage and flaggers shall be provided to direct pedestrians to ADA-compliant routes during construction During non-working hours, the Contractor shall also provide ADA-compliant pedestrian facilities through the work area Appropriate s�gnage, m conformance with the MUTCD, shall be mstalled to inform pedestnans of sidewalk closures and other conditions 3 The actual construction area (open trench) shall be limited to a maximum length of150 feet On-street parking may be prohibited withm this area, however, parking for local traffic shall be allowed on the roadway up to withm 50 feet each side of the trench area For construction of the Shallow Sewer Trench, the Contractor is allowed to have an open trench greater than 150 feet, but shall provide the necessary barricades and/or trench covering for pedestrian and traffic safety An exception to these requirements requires written approval from the Owner 4 Where roadways are closed to traffic during working hours and open to traffic during non-workmg hours, the Contractor shall cover or remove all signage that does not apply to the existmg condition (open or closed) 5 All signage and traffic control devices installed by the Contractor shall be in accordance with the MUTCD 6 The Contractor shall not begm work on a segment until the other segments are open to through traffic The Contractor shall temporardy restore trenches and other excavations to allow the road to be open to through trafFc Trench restoration shall consist of cold mix asphalt concrete pavement 7 All additional signage and traffic control measures needed to provide detours, to route pedestrians and vehicles through the construction area, and to protect the public and workers shall be furrnshed by the Contractor and the cost thereof incfuded in the lump sum payment item for the temporary traffic control SPECIFIC REQUIREMENTS A SEGMENT 1— Sheldon Boulevard/13th Street (14th Street to Highland Avenue) 1 The entire roadway befinreen 14th Street and Highland Avenue may be closed to through traffic during the construction period (both workmg and non-workmg hours), except as follows a The main entrance and parking area for Evergreen Park is at 14th Street off of Park Avenue It is critical that this access be mamtained for the public at all times except when the roadway must be closed due to construction operations befinreen 14th Street and the park See allowable closures below b Access to Evergreen Park entrance at the north end of Pacrfic Avenue shall be mamtained at all times the park is open except when the Contractor is actively workmg within the mtersection area or on Pacific Avenue C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer Improvements 111-42 November 2013 Con[ract Documents D�vis�on 1 � ' 1 ' ' � u -� � � C � ' � ' �J ' 1 ' � c Access to one of the park entrances noted in a and b above shall be mamtained at all times When access to one of the entrances is closed, the Contractor shall install signage as shown on the plans In addition to the signage shown, the Contractor shall also furnish and install detour signage, per the MUTCD, to direct park users to the other open entrance The detour route shall be along Park Avenue and 11th Street befinreen 14th Street and Pacific Avenue d Access to ad�acent properties and businesses, whose sole access is from Sheldon Boulevard or 13th Street, shall be maintained at all times Total access closures noted in a and b above shall be permitted only on the approval of the pro�ect engineer for specific lengths of time described below The Contractor shall request such approvals at a minimum of 5 working days m advance of the closure The Contractor shall also furnish and install appropriate signage and other dewces as necessary to close the roadways B SEGMENT 2— Highland Avenue (13th Street to 11th Street) Work shall not begin on SEGMENT 2 untd SEGMENT 1 work has been completed, and Sheldon Avenue/13th Street is open to traffic See note 6 under GENERAL REQUIREMENTS 2 The roadway may be closed to through traffic from 13th Street to 11th Street durmg working hours except that access to ad�acent properties and businesses, whose sole access is from Highland Avenue, shall be maintained at all times A detour route shall be established and signed to direct traffic around the construction area via 13th Street, Pleasant Avenue, and 11th Place Proper detour signage, mounted on 4-mch by 4-inch wood posts, shall be furnished and installed by the Contractor durmg working hours and shall be covered during non-working hours The Contractor shall submit plans for the detour route signage to the City for approval prior to implementation Vehicles exiting 11th Place onto Highland Avenue will be directed to turn left only and exit onto 11th Street 4 During non-workmg hours, the road shall be open to unrestricted finro-way traffic At the conclusion of each working period, the trench and other excavations shall be restored to accommodate vehicular traffic Construction equipment and materials shall be removed from the pro�ect site Appropriate signage and other devices shall be furnished and installed by the Contractor to protect the public from construction activities C SEGMENT 3— Washington Avenue/11th Place (Highland Avenue to STA 8+25t on Washington Avenue) 1 Work shall not begin on and Highland Avenue REQUIREMENTS C�ty of eremerton Washington Avenue Sewer Improvements Contract Documents SEGMENT 3 untd SEGMENT 2 work has been completed is open to traffic See note 6 under GENERAL lll-43 236-1896-113 (01/04) November 2013 D�v�s►on 1 1 2 The roadways may be closed to through traffic from Highland Avenue to STA 8+25 (EOP) on Washington Avenue durmg working hours except that access to ad�acent properties and businesses, whose sole access is from Washington Avenue or 11th Place, shall be mamtamed at all times 3 During non-working hours, the road shall be open to unrestricted traffic At the conclusion of each working period, the trench and other excavations shall be restored to accommodate vehicular traffic Construction equipment and materials shall be removed from the pro�ect site Appropriate signage and other devices shall be furrnshed and installed by the Contractor to protect the public from construction activities D S�DE STREETS — Mckenzie Avenue, Cogean Avenue, Pacific Avenue, Pleasant Avenue 1 During working hours, for installation of the facdities on these roadways, the "ROAD CLOSED" sign and barricade at the intersection with Sheldon Boulevard shall be relocated to close the portion of the side street under construction 2 During non-working hours, the barricade shall be relocated to its onginal position at the intersection and the road shall be open to traffic 1-07.23(2) Construction and Maintenance of Detours �«**�**� Delete this section and replace with the following The construction and maintenance of the detours for Highland Avenue and the park entrance closures, including tra�c control and signing, is the sole responsibdity of the Contractor All costs to provide, maintam, and remove the detours shall be included in the lump sum price for temporary traffic control, and no further compensation will be made The Contractor shall build, mamtam, and remove all the detours Upon fadure of the Contractor to immediately provide, maintam, or remove the detours when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, provide, maintain, or remove the detour and deduct the costs from any payments due or coming due the Contractor Implementation of the detours shall be coordinated with the Contractor's progress schedule to indicate when the various elements of the detour wdl be needed The detour shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and the specifications C�ry of Bremerton Wash�ngton Avenue Sewer lmprovements Contract Documents IIIQI! 236-1896-113 (01/04) � November 2013 D�v�s�on 1 I� ' ' ' �*:*:�.� Add the following new section 1-07.23(3) Communication/Dissemination of Information (NEW SECTION) ' It shall be the Contractor's responsibility to coordinate dady, all construction activities and scheduling, with local residents, businesses, and the Owner/Engineer for work within the construction segment Coordination shall include, but not be limited to � I � , ' ' � � a Time and location of all roadway and sidewalk closures (minimum 5 workmg days' notice) b Schedule and location of active trench construction and restoration as it affects parking restrictions and driveway closures (minimum 2 workmg days' notice) c Schedule and location of all utdity shut-offs to specific properties (mirnmum 5 working days' notice) 1-07.24 Rights of Way �.**..*� Replace Section 1-07 24, m its entirety, 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 wdl have obtained, prior to bid opernng, 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 wdl 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 avadable to the Contractor as soon as practical after they have been obtamed by the Engineer Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted m 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 avadable 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 ' Ciry of Bremerton Wash�ngton Avenue Sewer Improvements Cont�act Documents lll-45 236-1896-113 (O7/04) November 2013 D�v�s�on 1 ' The Contractor shall be responsible for providing, without expense or I�ability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facdities, storage of materials, or other Contractor needs However, before usmg any prwate property, whether ad�oirnng the work or not, the Contractor shall fde 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 pu�sued 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 Engmeer before the Completion Date wdl be established ��*:►#:#� Add the following new section 1-07.28 Potential for Contaminated Soils (NEW SECTION) General The possibility for encountering contaminated soils along Sheldon Boulevard is very likely This area is the former Brem-Air Facility which handled and stored gasoline, hydraulic fluids, and other hydrocarbon liquids All of the facility's underground storage tanks were removed over 10 years ago, but there is the likelihood of encountering these materials In the event that contaminated sod is detected, notify the Engineer immediately Removal and disposal costs will be per Section 2-02 3(9) Contractor's Responsibdities The Contractor shall be responsible for all matters related to worker safety and for detection of contaminated soils and/or groundwater encountered during construction as related to worker safety The Contractor shall ensure the protection of the safety and health of construction workers and other authorized persons at the work site from exposure to potentially hazardous substances 1-07.30 Field Office (NEW SECTION) The Contractor shall establish, maintain, and provide power and mternet serv�ce for the duration of the Contract and a field office for the Engineer's use at the designated stagmg area The office shall provide a minimum 400 square feet and an 8-foot ceilmg height for the exclusive use of the Engineer and the Engineer's staff The sanitary facilities shall be integral or ad�acent The same sarntary facilities available to the Contractor shall be avadable to the Engineer _ The field office shall be a weather-tight building, either portable or permanent structure a minimum of ten (10) feet wide, having at least one door Wmdows shall open to allow ventilation Doors and windows shall be provided with screens The Engineer's space shall have at least one window having a mirnmum area of 8 square feet The interior walls shall be covered with material suitable for displaying contract plans and progress charts, etc C�ry of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-46 236-1896-113 (01/04) � November 2013 Div�sion 1 ' ' ' ' ' L I ' � ' ' ' 1 ' ' � ' � LJ The field office shall be level and, if portable, adequately supported on blocks The Contractor shall provide a locking device and shall provide to the Engineer a mirnmum of three (3) sets of keys If more than three (3) steps are required to enter the office, a landing of at least 12 square feet with rading shall be provided Steps and landing shall be stable and slip resistant Two parking spaces minimum designated for the use of the Engineer and the Engineer's staff shall be provided in close proximity to the field office The Contractor shall be responsible for maintaining the field office and repairing any damage to the structure, equipment, or appurtenances The Contractor shall provide �anitorial services at least finnce per week Such services shall include the supply of appropriate paper products and dispensers Trash receptacles shall be provided and emptied by the Contractor as required The trash shall be removed from the site by the Contractor The Engineer's space shall be furrnshed with the following furniture, equipment, and appurtenances reasonably presentable and acceptable to the Engineering staff a Conference table, 36 inches by 96 mches (one) b Office desk chairs, new (four), folding chairs (eight), ad�ustable height stool (one) c 4-Drawer legal fde steel cabinet (one) d Office desk 30 inches by 60 inches, new (finro) e Five (5) shelf bookcase, 15 inches deep by 36 inches wide, (one) f Pantry storage cabmet with two doors, lockable with two sets of keys, four (shelves), 16 inches deep by 32 inches wide, new (finro) _ g White board 30 inches by 60 inches minimum, new, with eraser and one five (5) color set of dry erase markers h Metal trash receptacle (two) Multifunction copier with print, copy, and scan functions installed and Contractor provided maintenance within 24 hours of notification of required service by the Engineer The multifunction copier shall have the following capabdities Color copying and scanrnng ii Minimum paper sizes — letter (8-1/2 x 11 m), legal (8-1/2 x 14 in ), and Ledger (11 x 17 in ) Contractor shall supply and maintain all paper, toner, and supplies required for operation of the multifunction copier ' C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-47 236-1896-113 (Ol/04) November 2013 Drvrsron 1 � � iv Mirnmum speed for automatic document feeder, printing, copymg, and scanrnng shall be thirty-five (35) pages per minute Firnshing with stapling and collating � H�gh-speed business class internet connection with a minimum connection speed of 15 Mbps, 6 port switch with cables for connecting multifunction copier, each desk, and one guest connection, wireless router, and five (5) multiport surge protectors k Refrigerator with freezer, size fifteen (15) cubic feet mmimum, new (one) I Microwave with stand, size one (1) cubic foot minimum, new (one) The Engineer's space shall be dluminated at the table and desks An outdoor lightmg fixture with a 300-watt bulb or approved equal shall be installed to effectively light the area around the office facdity Contractor shall provide drmkmg water within the office and sanitary facdities Heating and air-conditioning of sufficient capacity to control the temperature at all times shall be provided The Contractor shall procure all permits and licenses which are necessary and incidental to the Contractor's operations in the performance of the work and give all notices required by such permits and licenses The field office, equipment, and appurtenances supplied by the Contractor shall revert to and be removed by the Contractor when the Engineer gives Notice of Compietion to the Contractor Cost of field office, equipment, and appurtenance list above, mcludmg furnishmg, erection, permits, subsequent moves if required, and removal shall be included in the bid item for Mobilization No payment for Mobilization will be made untd the Field OfFce for the Engineer and the Engineer's staff has been provided and approved The complete field o�ce and appurtenances shall be m place prior to the start of any other on-site work under the contract C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents 111-48 236-1896-113 (Ol/04) � Novemtrer 2013 D�ws�on 1 ' � , 1-08 PROSECUTION AND PROGRESS �J � � ' , � — � ' ' , i , , ' , �:.****� Add the following new section 1-08.0 Preliminary Matters (NEW SECTION) (May 25, 2006 APWA GSP) �.*****� Add the followmg new Subsections 1-08 0(1), 1-08 0(2), 1-08 0(3), 1-08 0(4), and 1-08 0(5) 1-08 0(1) Preconstruction Conference (NEW SECTION) (October 10, 2008 APWA GSP) Pnor 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 • To review the initial progress schedule, • To establish a working understanding among the various parties associated or affected by the work, • To establish and review procedures for progress payment, notifications, approvals, submittals, etc , To establish normal working hours for the work, Establish regular date, time, and place for weekly construction meetings, • To review safety standards and traffic control, and • 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 • An initial progress schedule, • Pre-construction submittals (see 1-05 5(7)A) • A breakdown of all lump sum items, • A list of matenal sources for approval if applicable �**�***� 1-08.0(2) Hours of Work (NEW SECTION) Except in the case of emergency or unless otherwise approved in writing by the Contracting Agency, the normal straight time working hours for the Contract shal! be any consecutive 8-hour period between 7 00 a m and 5 00 p m of a working day with a maximum 1-hour lunch break and a 5-day work week Alternatively, the contractor may work a 10-hour work day and a 4-day work week ' Ciry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents lll-49 236-1896-113(O1/04) November 2013 D�ws�on 1 0 1 The normal straight time working period, including dady start and ending times, shall be established at the preconstruction conference or prior to the Contractor commencing the work The City shall be notified in writing if the Contractor modifies the schedule at any time during construction Wntten 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 7 00 p m on any day, or longer than the scheduled work day The Contractor shall apply m writ�ng to the Eng�neer for such permission, no later than noon on the working day prior to the day for wh�ch the Contractor is requesting permission to work Permission to work Saturdays, Sundays, holidays, or other than the agreed upon norma{ straight time working hours Monday through Friday may be given sub�ect ,to certain other conditions set forth by the Contracting Agency or Engineer These conditions may include but are not limited to �> The Engmeer may require designated representatives to be present durmg the work Representatives who may be deemed necessary by the Engineer mclude, but are not limited to survey crews, personnel from the Contracting Agency's material testing lab, inspectors, and other Contractmg Agency employees when m the opinion of the Engineer, such work necessitates their presence For these necessary personnel, the Owner reserves the right to require reimbursement of salaries by the Contractor for work during non-standard work hours In such cases, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-t�me costs for employees of the Contracting Agency required to work overtime hours �#.*.*�� 1-08.0(3) Weekly Construction �Aeetmgs (NEIAI SECTION) Weekly meetings shall be held at a mutually agreed-upon location and day of the week and time The purpose of the meeting will be to discuss the work, resolve any quantity or force account disagreements, review the Contractor's Progress and Schedule, and review the record drawmgs The Contracting Agency shall develop an agenda for each weekly meeting The Contractor shall provide an updated 2-week look-ahead schedule for each meeting �:�.*�.*� 1-08.0(4) Other Meetings (NEW SECTION) Durmg the course of the pro�ect, it will be necessary to schedule additional meetings that the Contractor shall attend to either review and discuss specif�c issues on topic that may be too involved for inclusion m the weekly progress meeting or require involvement form others not directly associated with the pro�ect When a special meeting is required, the Engineer wdl coordinate time and place for all required attendees Special meeting topics may include • Work sequence • Coordination for bypassing and connection work C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-50 236-1896-113 (01/04) � November 2013 Divis�on 1 ' ' ' ' ' �*:****� 1-08.0(5) Construction Constraints and Work Sequence (NEW SECTION) The Owner requires specific construction constraints and work sequence to maintain water and sewer service, as well as public access during the work Additional sequence constraints are described in Section 1-07 23 These constramts and work sequence elements are as follows • No excavation shall occur within the property boundaries of Evergreen Park per the 1 Ecology Agreed Order, except for mmor excavation associated with construction of the Sheldon Boulevard curb and gutter ' v New water main along Washington Avenue shall be constructed and permanent service provided to property owners prior to abandonment of existmg water main and construction of new 4-inch sewer main along Washington Avenue ' • Construction within the Washington Narrows beach area for abandonment of existing sewer laterals shall occur only between mean and low tide periods Access to the beach shall only be from Evergreen Park � • Installation of all isolation valves shall occur prior to abandonment of existmg water main along Sheldon Boulevard • Interruption of water and sewer service shall not exceed 4 hours, unless otherwise ' approved by the Owner Contractor shall inform each resident 2 days prior to any water or sewer service disruption �� ' • Work on the beach for cutting and capping sewer laterals may not be perFormed before June 15 The Hydraulic Pro�ect Approval (HPA) will be issued by the WDFW and will contain spec�fic requirements for how work on the beach may occur, such as requiring trenches to be backfdled dady and no work may occur in-water • Public access to Evergreen Park and the 9/11 Memorial shall be maintained at ;all times, as noted on the Traffic Control Plans Specific allowable closure durations for the 14th Street park entrance are given m Section 1-07 23 Construction completion dates for the finro phases of work shall be per Section 1-04 12 Phased Substantial Completion , 1-08.3 Progress Schedule �***�**� ' Section 1-08 3 is supplemented with the following The Contractor shall submit a construction schedule to the Owner within 10 calendar days of ' award of contact The Owner will have the right to review the schedule, and must approve the schedule prior to issuing Notice to Proceed ' ' The monthly schedule updates shall clearly identify the critical path items of the work ' C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Conuact Documents lll-51 236-1896-113(O1/04) November 2013 D�v�sion 1 l�� 1-08.3(1) General Requirements �**.**.� Section 1-08 3(1) is supplemented with the following The Contractor shall submit a Type B Schedule The schedule shall be prepared electronically using Microsoft Pro�ect 2003 (or later), Oracle/Primavera scheduling software, or scheduling software acceptable to the Owner �#.***.� Section 1-08 3(2) is supplemented with the following The Contractor shall provide a monthly update to the Type B Schedule, to be submitted at the first weekly meeting of the month Payment shall be withheld until the updated schedule has been submitted and approved by the Owner 1-08.4 Prosecution of Work Delete Section 1-08 4, in its entirety, and replace it with the following 1-08 4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed wdl be given after the contract has been executed and the contract bond and evidence of insurance have been approved and fded by the Contracting Agency The Contractor shall not commence with the work untd the Notice to Proceed has been given by the Engineer The Contractor shall commence construction activities on the pro�ect site within ten days of the Notice to Proceed Date, unless otherwise approved in writmg The Contractor shall ddigently pursue the work to the physical completion date within the time specified m 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 visibdity fencing ad�acent to the roadway shall occur after the placement of all necessary signs and traffic control devices m accordance with 1-101(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 untd the Contracting Agency has accepted the installation of high visibdity fencing, as described in the Contract 1-08.5 Time of Completion �...««.� Replace Section 1-08 5 with the following The Contractor shall mobilize equipment and construction trader at the site and begin work withm ten (10) calendar days of the Notice to Proceed date The Work shall obtain Substantial Completion within the times designated in "Article 2" of the CONTRACT C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer lmprovements 111-52 November 2013 ConVact Documents D�ws�on 1 ' ��i ' Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from damages or liabilities for fadure to complete the work within the time stipulated ' 1-08 6 Suspension of Work ,I � , �*»**..� Section 1-08 6 is supplemented with the following The Engineer may order suspension of all or any part of the work if unsuitable weather, private utility relocation efforts by others, and other such conditions beyond the control of the Contractor prevent satisfactory and timely perFormance of the work If the work is suspended for these reasons, the period of work stoppage will be counted as , unworkable days The Engmeer wdl set the number of unworkable days (or parts of days) by deciding how long the suspension delayed the entire pro�ect , ' , � , � J � �' , The Contractor shall anticipate utdity work by private utility companies occurring at the same time as this Contract on the pro�ect site The Contractor shall anticipate coordination with private utilities and remobdization due to conflicts with private utdity company work No additional monetary damages wdl be paid to the Contractor for demobdization or remobilization due to the suspension of work 1-08 7 Maintenance During Suspension �.*:#**� Revise the second paragraph of Section 1-08 7 to read At no expense to the Contractmg Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07 23 or the Special Provisions) This may include a temporary road or detour 1-08.8 Extensions of Time �#**.�.� Section 1-08 8 is supplemented with the following The Contractor shall consider and make allowances for normal seasonal weather patterns in the scheduling and sequencmg of the work in order to complete the work by the specified deadlines The Owner wdl not extend the specified completion dates for reasons of unfavorable weather unless the Contractor can demonstrate that weather patterns have been extraordinary and the Contractor has made a good faith effort to limit the amount of area exposed to the weather at any given time ' C�ry of Bremerton Washington Avenue Sewer Improvements Convact Documents lll-53 236-1896-113 (Ol/04) November 2013 D�ws►on 1 ' Due to the nature of the pro�ect, the Contractor shall anticipate there will be numerous unforeseen conflicts with underground utilities The Owner will have representat�ves on site during working hours to make decisions when a deviation from the design is required The time required for the Contractor and the Owner to make ad�ustments for unforeseen conditions shall not be grounds for additional compensation due to delay nor an extension of the completion deadline The only exceptions to this rule are as follows 1 The Owner has faded to make a decision within 8 working hours when an unforeseen conflict is discovered on a critical path time of work 2 The unforeseen conflict involves hazardous materials or historical artifacts which prevent the Contractor for proceeding with critical path elements of the work 1-08.9 Liquidated Damages �:**..*� Delete and replace the second and third paragraphs of Section 1-08 9 with the following Liquidated damages are established per "Article 3" of the Contract The Engineer wdl deduct the accumulated amount from any money due or coming due to the Contractor 1-09 1-09.1 Measurement of Quantities �*****.� Section 1-09 1 is supplemented with the followmg Bid items that are to be measured by the "Ton" wdl be measured as follows MEASUREMENT AND PAYMENT 1 Quantities shall be based on certified truck tickets signed by the dnver and collected by the City's Pro�ect Inspector dady at the time and place of delivery Loads of material for which a certified weight ticket has not been given to the City's Pro�ect Inspector shall not be paid for 2 It will be the Contractors responsibility to see that a ticket is given to the City's Pro�ect Inspector for each truckload of material delivered Tally tickets shall be prepared to accompany each truckload of material delivered to the pro�ect The tickets shall bear at least the following information a -Truck number b Quantity delivered in cubic yards and tons c 0 Driver's name and date of delivery Location of delivery by �ob name and street name C�ry of Bremerton Washington Avenue Sewer lmprovements Contract Documents lll-54 236-1896-113 (01/04) � November 2013 D�v�s�on 1 � i � , � e Place for receipting by the City's Pro�ect Inspector f Type of material delivered 3 Tickets shall be given to the City's Pro�ect Inspector on a dady basis Tickets will only ' be accepted on the date the material is delivered Tickets wdl not be accepted at a later date unless prior agreements have been made ' �******� Add the following new section ' ' 1-09.1(1) Quantity Reporting Requirements (NEW SECTION) General Requirement Preparation of dady Quantity Reports generally as described m this Section is hereby required of both the City and Contractor ' Controlling Record City and Contractor hereby acknowledge that the purpose of such dady Quantity Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limitmg disputes by tracking and agreeing on the various quantities of work as it is performed The dady Quantity Reports required herein 1 shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day , ' LJ , ' � ' ' Correction of Errors Nothmg in this Section shall bar later ad�ustment of quantities for the purpose of correctmg errors or omissions when such ad�ustment is authorized by the Engineer City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided m Standard Specifications Section 1-05 1 Dispute Resolution For the purposes of this Section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity of work performed during the preceding week shall be resolved and final bid item quantities agreed upon Dailv Quantity Reqort Report Preparation The Engineer will complete a daily Quantity Report for each day that work is performed The Contractor shall furrnsh any required material mvoices or load receipts to the Engineer each day in time for completion of the day's report The Engmeer and Contractor shall review each day's report not later than the end of the next business day Both the Engineer and Contractor shall sign/initial each day's Quantity Report, acknowledging the quantities of work and materials indicated in the Report The City uses an approved-equivalent of WSDOT Form #422-635, titled Field Note Record for dady quantity reports A sample form is included in the appendices ' City of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-55 236-1896-113 (01/04) November 2013 Diws�on 1 ' 1-09 6 Force Account �...**#� Section 1-09 6 is supplemented with the following Bid Item #1, "Mmor Changes and Force Account", has been included in the Bid Proposal for the following changes resulting in extra work • As directed by the Owner in accordance with Section 1-04 4 These changes are issued via written Work Change Directives (WCDs) • Due to differing site conditions, as described in Section 1-04 7, for which the Engineer determines the Contractor is due additional compensation per Section 1-04 7 and which is not covered by the contract urnt prices Payment from this bid item is only permitted by wr�tten approval from the Engineer in accordance with Sections 1-04 4 and 1-09 6 �.*.***� Add the following new section 1-09.6(1) Force Account Reporting Requirements (NEW SECTION) General Requirement Preparation of dady reports generally as described m this Section, of all Force Account Work authorized by the City, is hereby required of both the City and Contractor Controlling Record City and Contractor hereby acknowledge that the purpose of such dady reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Directives (WCD) issued by the City, with the goal of limiting disputes by agreemg on the amounts and costs of work as the work is performed The daily reports required herein shall become the controlling record and source documentation of the work actually performed, and the materials actually provided, by the Contractor for Force Account Work Error Correctoon Nothing in this Section shall bar later ad�ustment of quantities or costs for the purpose of correcting errors or omissions when such ad�ustment is authorized by the Engineer City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05 1 Dispute Resolution For the purposes of this Section only, Dady Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construction Meetmg and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and fmal material quantities, labor hours and equipment hours agreed upon C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents 111-56 236-1896-113 (Ol/04) � November 2013 D�v�sion 1 ' � ' , � � ' Daily Force Account Report Report Preparation The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed The Contractor shall furnish the material and equipment invoices required by Standard Specification Section 1- 09 6 to the Engineer each day in time for completion of that day's reports The Engineer and Contractor shall review each day's reports not later than the end of the next business day Both the Engineer and Contractor shall sign each day's Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report The City uses a form equivalent to WSDOT Form #422-008 titled `Dady Report of Force Account Worked' for trackmg force account work A sample of the City-prov�ded form that will be used for all such reports is included in the appendices 1-09 8 Payment for Material on Hand , ��***.*� Delete all the provisions of Section 1-09 8 and substitute with the following � For lump sum pay items, the Owner will pay 75% of the actual invoice value for materials on hand with an invoice value over $5,000 Unit price bid items wdl not be reimbursed when on hand � � C � � � 1-09 9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following The basis of payment wdl be the actual quantities of Work perFormed accordmg to the Contract and as specified for payment The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Pro�ect Engineer to determme the Work performed on a monthly basis A breakdown is not required for lump sum items that mclude a basis for incremental payments as part of the respective Specification Absent a lump sum breakdown, the Pro�ect Engineer wdl make a determination based on mformation available The Pro�ect Engineer's determination of the cost of work shall be final Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000 Progress payments for completed work and material on hand will be based upon progress , estimates prepared by the Engineer A progress estimate cutoff date will be established at the preconstruction conference LJ ' ' The initial progress estimate wdl be made not later than 30 days after the Contractor commences the work, and successive progress estimates wdl be made every month thereafter untd the Completion Date Progress estimates made during progress of the work are tentative, and made only for the purpose of determming progress payments The progress estimates are sub�ect to change at any time prior to the calculation of the final payment ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-57 236-1896-113 (Ol/04) November 2013 D�v�s�on 1 , The value of the progress estimate will be the sum of the following • Unit Price Items m the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit pnce • Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination - • Materials on Hand — 75 percent of invoiced cost of material delivered to �ob site in accordance with 1-09 8 • Executed and completed Work Change Directives, to be paid under bid item for "Minor Changes and Force Account " - � Change Orders — Entitlement for approved extra cost or completed extra work as determined by the Engineer Change Orders will be used only after the bid item "Minor Changes and Force Account" has been exhausted and is required Change orders require approval by the Mayor and/or City Council Progress payments will be made m accordance with the progress estimate less • Retamage per Section 1-09 9(1), on non FHWA-funded pro�ects, • The amount of progress payments previously made, and • Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed The determination of payments under the contract wdl be final in accordance with Sect�on 1-05 1 1-09 17 1-09 11(3) Disputes and Claims Time Lemitatson and Juresdection �*..***� Replace all references to Thurston County with Kitsap County 1-09.13 Claims Resolution 1-09.13(3) Claims $250,000 or less ��#*:�:*� Delete this section, including subsection A C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documents III-58 236-1896-113(O1/04) � November 2013 D�v�sion 1 , ' ' ' 1-09 13(3)B Procedures to Pursue Arbitration �*:.:*.� Replace Section 1-09 13(3)B with the followmg ' The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09 11 and not resolved by nonbmding arbitration ADR processes, shall be resolved by litigation unless the parties mutually agree to resolve ' the claim through binding arbitration Each party is responsible for its own attorney fees and litigation costs , 1-10 1-10.1 , � TEMPORARY TRAFFIC CONTROL General �**.***� Section 1-10 1 is supplemented with the following Pro�ect specific traffic control requirements are mcluded in Section 1-07 23(1) All traffic signs, barricades, and devices shall conform to Section 1-07 23 of the Standard ' Specifications The Contractor shall be responsible for directing and controlling pedestrian and vehicular traffic, including all approved temporary re-routing at all times durmg construction activity --, �. ' The Contractor, at his expense, shall be required to maintain sufficient warning signs and adequate barricades at all open excavation to warn mowng vehicles and pedestnans This shall include not only open excavation, but also recently filled and/or paved areas which have not yet been fully compacted and rolled to return the surFace to a state required to withstand normal use ' All necessary flagmen, barricades, and directional signs shall be furrnshed and maintained by the Contractor at all times and also if the work is suspended during the construction period The Contractor shall provide such additional barricades and protective devices as ' will be required to reasonably protect workmen and others, as well as arnmals, from m�ury resultmg from excavation and other site work during the construction period , ' � Upon fadure of the Contractor to provide immediately and maintain adequate suitable barricades, lights, and detour signs when ordered to do so, the Capital Engineer shall be at the liberty, without further notice to the Contractor or the surety, to provide the same and to deduct the costs thereto from any monies or payment due or to become due to Contractor, and the Engmeer assumes no liability connected therewith Emergency traffic such as police, fire, and disaster units, shall be provided access at all times The Contractor shall be liable for any damages, which may result from fadure to provide reasonable access or coordmation ' Required Notification of Businesses and Residents The Contractor shall notify all affected businesses and residents by door hanger or other simdar method approved by the Engineer at least one calendar week in advance of construction activities ad�acent to their business or ' City of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements lll-59 November 2013 Contract Documents Div�s�on 1 ' home Additionally, the Contractor shall notify all affected businesses and residents at least 48 hours and not more than 72 hours in advance of construction activities that would block or restrict access to their businesses or homes Blockage shall occur only during working hours and shall be removed during non-working hours Existing Signs, Devices, and Pavement Markings Existing traffic control and street name signs which interFere with construction shall be relocated, covered, or removed by the Contractor and temporarily stored m a safe place "Stop", "Yield', and "One-Way" signs shall be removed, covered or relocated only upon approval of the Engmeer Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existmg signs have been removed Except as otherwise specifically provided m the contract documents, preservation and mamtenance of traffic control and street name signs shall be the sole responsibility of the Contractor As work progresses and as permits, temporardy relocated or removed traffic and street name signs shall be reset in their permanent location by the Contractor Signs and other traffic control devices damaged or lost by the Contractor, shall be replaced or repaired by the Contractor at no cost to the City The option of whether a sign can be repaired or shall be replaced shall be the Engineer's, and such decision shall be final and bmdmg on the Contractor When paint lines are obliterated due to construction activities or pavement restoration, temporary pressure sensitive pavement markmg tape, traffic buttons or delineators shall be installed where designated by the Engineer These temporary features shall be removed only upon installation of permanent traffic channel�zation Unless otherwise prowded for by a separate bid item in the proposal, removal of permanent stripmg and installation and removal of temporary stripmg shall be madental to the un�t contract price for other items m the proposal Mamtaming Two-way Traffic and Access Except as authorized by the Engmeer, finro-way traffic shall be maintamed at all times No dead-end streets wdl be allowed to have less than one way access at any time During normal working hours, the Contractor shall mamtain, in a safe, acceptable cond�tion, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parkmg lots, residences, etc All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans Except where permitted elsewhere in the Contract Documents or authorized by the Engineer in writmg, during non-working hours, excavations within roadways, driveways, pedestrian pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asphalt or covered with steel plates or other approved temporary bridging The Contractor shall conduct the work so as to obstruct and mconvenience traffic as little as possible The Contractor shall not open sections of the work and leave them in an unfinished condition Dunng normal workmg hours, the Contractor shall maintain, in a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans During non-working hours, the Contractor shall keep existing traffic lanes clear, without interference from construction operations, equipment or matenals Crty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-60 236-1896-113 (O7/04) � November 2013 Div►s�on 1 � ' � 1-10.2 ' 1-1 0.2(1) Traffic Control Management General �*..**:� ' Section 1-10 2(1) is supplemented with the following The Traffic Control Supervisor (TCS) shall be on-site while work or unloadmg/loading is ' occurring on City streets The TCS shall be responsible for placement, maintenance, correctness and adequacy of the contractor's temporary traffic control The TCS wdl be contacted to correct any traffic control or signing deficiencies during normal , working hours or during evernngs or weekends as necessary or required The TCS shall respond as required by Standard Specification 1-10 2(1)B If the TCS or the Contractor's forces do not respond within the required time, the City will make any necessary corrections ' using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials ' � ' � L__I � � The TCS shall be certified by one of the foNowing organ�zations or an equivalent approved entity by the Owner American Traffic Safety Services Association (ATSSA), Evergreen Safety Council, Northwest Laborer-Employers Trammg Trust The TCS certification shall be submitted to the City prior to any construction 1-10.2(2j Traffic Control Plans �.*...*� Section 1-10 2(2) is supplemented with the following The Contractor shall be responsible for developing an approved Traffic Control Plan consistent with MUTCD and the pro�ect Contract Documents The Traffic Control Plan may consist of approved WSDOT K-Plans where applicable Payment for developmg an approved Traffic Control Plan shall be considered incidental to the lump sum price in the Proposal for "Pro�ect Temporary Traffic Control" and no additional compensation will be made 1-10.3 1-10.3(3) Traffic Control Labor, Procedures and Devices Traffic Control Devices �.*�*.*� ' Section 1-10 3(3) is supplemented wrth the following Signs, barricades, lights, and other warning devices shall be installed on or ad�acent to the , roadway per the requirements of the Manual on Uniform Traffic Control Devices for Streets and Highways and shall be maintained 24 hours a day until the roadway work is completed and ready for traffic The Contractor shall not begin any work on or ad�acent to the roadway , at any time until all signs and other traffic control devices are in place and operating as outlined in the Standard Specifications, Special Provisions, and approved Traffic Control ' C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-61 236-1896-113 (01/04) November 2013 Diws�on 1 L� � P1an The Contractor shall maintain the work area to ensure that all traffic signs and other tra�c control devices are properly placed and in effect The Contractor shall replace, without delay, signs and traffic control devices that are misplaced, mutdated, or destroyed All signs and traffic control devices, which become soiled such that their effectiveness is diminished as determined by the Engmeer or the Inspector, shall be replaced or cleaned by the Contractor without delay Traffic control devices intended for use during the hours of darkness shall be equipped with flashing lights (i e barricades) or reflective tape (i e cones/barrels) or as determined by the Eng�neer The Contractor shall provide all construction signs and safety equipment required The Contractor, at his expense, shall be required to maintain sufFcient warning lights and adequate barricades on all trenches and open excavation to protect moving traffic and pedestrians This shall include not only open trenches, but also recently closed trenches that have not been returned to full and safe operating surface for normal use All necessary state-certrf�ed flagmen, barricades, and detour signs shall be furnished and supplied/installed by the Contractor, both during working hours and also when the work is suspended during the construction period The Contractor shall provide such additional barncades and protective devices as will be required to reasonably protect the workmen, vehicles, bicyclists, pedestrians, and animals from excavated areas durmg the construction period Upon fadure of the Contractor to immediately provide and maintam adequate suitabfe barricades, lights, and detour signs when ordered to do so, the City shall be at liberty, without further notice to the Contractor or the surety, to provide the same and deduct the cost thereof from monies or payments due or to become due the Contractor, and the City assumes no liabdity connected therewith The Contractor shall be responsible for proper notification to, and coordination with, all school districts, fire departments, waste management, local postal service, and all other persons and services which will be affected by this pro�ect It shall be the Contractor's responsibility to keep the school district and fire departments and others fully advised of his construction progress and also the time of completion of the pro�ect Street rights-of-way that are restricted will require special care in construction to mamtain finro-way traffic flow The Contractor shall mamtain safe and adequate pedestrian access along the street during the construction of the pro�ect The Contractor shall make every attempt to provide access to the ad�acent properties and to mmimize dust nuisances 1-10.3(3)A Construction Signs �.*#.**� Section 1-10 3(3)A is revised to read as follows All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescnbed by the Engineer shall be furrnshed, maintained, and operated by the Contractor The Contractor shall provide the posts or supports and erect and mamtain the signs in a clean, neat, and presentable condition until the necessity for them has ceased All non-applicable signs shall be removed or completely covered with metal, plywood, or an Engmeer approved product specifically manufactured for sign covenng during penods when they are not m effect When the need for these signs has ceased, the Contractor, upon C�ry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents 11/-62 ' ' ' ' �� ' e � � L� � � , � 236-1896-113 (01/04) � November 2013 D�vis�on 1 ' ' ' C� ' ' ' , approval of the Engineer, shall remove all signs, posts, and supports from the pro�ect and they shall remam the property of the Contractor All orange background Section 9-28 All oran orange sign sheeting signs shall utilize materials, and be fabncated in accordance with, �e background signs shall be fabricated with Type X fluorescent All post mounted signs with Type X sheeting shall use a nylon washer befin+een the finnst fasteners (screw heads, bolts, or nuts) and the reflective sheeting There shall be no mtermixing of signs with non-fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same signpost If it is necessary to add weight to signs for stabdity, only a bag of sand that will rupture on impact shall be used The bag of sand shall (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engmeer ' deems to be unacceptable while their use is required on the pro�ect, shall be replaced by the Contractor without additional compensat�on ' r I_ J ' � ' ' ' �I �****.:� Add the following new sections 1-10.3(3)L Parking Restriction Signs (NEW SECTION) Where, in the opinion of the Engineer, parking is a hazard to thru-tra�c, or to the construction work, parking may be restricted either entirely or durmg the time when it creates a hazard Signs for restricting parkmg shall be approved by the Engineer and provided and placed by the Contractor The Contractor shall be responsible for and shall maintain the signs, �f they are used m any street that is directly involved in the construction work� If parking signs are used beyond the confines of the work area, such as in another street being used as a detour, the signs will be the responsibdity of the Contractor The placement of signs restricting parking shall be as approved by the Engmeer Parking restriction signs shall be placed two working days in advance of needing the parking removed, w�th the start date of the "no parking" clearly shown The area to be restricted shall be clearly marked with Type I barricades carrying signs that give the specific period (dates and times) that the area is to be clear of vehicles Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where �mpounded vehicles will be stored or indicate a 24 hour telephone number for obtairnng that information A minimum of 72 hours advance notice is required before towing vehicles All signs must be approved by the Engineer prior to use Example wording of the signs is as follows WARNING� TOW AWAY ZONE NO PARKING FROM DATE and TIME TO DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED , C�ty of Bremerion Washmgton Avenue Sewer Improvements Contract Documents 111-63 236-1896-113 (01/04) November 2013 D�vision 1 ' 1-10 3(3)M Special Signs (NEW SECTION) Fabricate and install the following signs on barricades or posts where directed by the Owner Submit sign template to the City for reviewlapproval before sign fabrication • Four (4) at 48" x 36" —"Businesses Open During Construction" • Three (3) at 48" x 36" —"Park Access Closed — Use Pacific Ave NE" • Three (3) at 48" x 36" — Park Access Closed — Use 14th St 1-10-4 1-10 4(3) Measurement Reinstating Unit Items with Lump Sum Traffic Control �.**#**� Section 1-10 4(3) is supplemented with the following The bid proposal contams the item "Pro�ect Temporary Traffic Control", lump sum and the additional temporary traffic control items listed below The provisions of Section 1-10 4(1), Section 1-10 4(3), and Section 1-10 5(3) shall apply No measurement wdl be made for set-up of construction signs Class A or Class B, traffic control supervisor, traffic control vehicle, or for any other additional work or materials not listed in the Proposal associated with providing temporary traffic control No specific urnt of ineasurement will apply to the lump sum item of "Pro�ect Temporary Traffic Control" Measurement shall also include all signage, devices, personnel, and other traffic control measures necessary to comply with the requirements of Sections 1-07 23(1) and 1-07 23(2) of these Special Provisions 1-10.5 Payment �******� Section 1-10 5 is supplemented with the following Payment for "Pro�ect Temporary Tra�c Control" shall be per Section 1-10 5 of the Standard Specificat�ons, except that the cost of aA labor, equipment, and materials required to provide, install, maintam, and remove Class A and B construction signs shall also be included m the bid item "Pro�ect Temporary Traffic Control" All costs necessary or incidental to provide signage, devices, personnel, and other traffic control measures necessary to comply with the requirements of Sections 1-07 23(1) and 1-07 23(2) of these Special Provisions shall also be included in the lump sum pay item for "Pro�ect Temporary Traffic Control" END OF DIVISION 1 C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-64 236-1896-113 (01/04) � November 2073 D�v�s�on 1 i� � � ' ' DIVISION 2 EARTHWORK 2-01 2-01.1 CLEARING, GRUBBING AND ROADSIDE CLEANUP Descript�on ' �:.***.� Section 2-01 1 is supplemented with the following � Clearing and grubbmg shall include the removal and disposal of all vegetation and fencing as required to complete work within the pro�ect area where noted on the Plans , Miscellaneous small items requiring removal have not been shown on the Plans 2-01.2(1) Disposal Method No. 1— Open Burning , �**.::.� Replace Section 2-01 2(1) with the following ' The open burning of residue resulting from land clearing wdl not be allowed 2-01 2(2) D�sposal Method No. 2— Waste Site ' �**.**.� Replace Section 2-01 2(2) with the following ' Debris shall be hauled to a waste site obtained and provided by the Contractor° in accordance with Section 2-03 3(7)C All fees for hauling and disposal shall be paid by the Contractor � � ' 2-01.2(3) Disposal Method No. 3— Chipping �***#**� Section 2-01 2(3) is deleted Disposal for this pro�ect shall be by Disposal Method No 2— Waste Site only 2-01.3 Construction Requirements 2-01.3(4) Roadside Cleanup ' �******� Replace Section 2-01 3(4) and its title with the following ' 2-01 3(4) Cleanup and Restoration From time to time throughout the progress of the work, the Contractor, when directed by the , Owner's Representatwe, shall cleanup and remove all refuse and unwanted or unused matenals resulting from the work, at the Contractor's expense If the Contractor fads to do so w�thin ' Ciry of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer Improvements lll-65 November 2013 Contract Documents D�v�s�on 2 t � 24 hours after the request by the Owner's Representative, the work may be done by the City and the cost thereof be charged to the Contractor and deducted from his final estimate All cleanup shall be performed as specified in the various sections of these Specifications Final cleanup shall be in accordance with Section 1-04 11 �.**.*.� Add the following new section 2-01.3(5) Tree Protection (NEW SECTION) All existing trees within the pro�ect shall be retained and protected durmg construction unless otherwise noted on the plans �� Tree protection shall be the responsibility of the Contractor All excavation or grading within protected root zone shall be done by harid or with small equipment to mirnmize root damage Any roots less than four inches in diameter exposed by the construction operation shall be pruned flush with the sod Any roots greater than four mches in diameter exposed by the construction operation shall be protected untd the root areas are backfilled if the construction operation causes irreparable damage to the tree or its roots, the Contractor shall be responsible for all work and materials required to correct the problem, as directed by Kitsap County's Urban Forester, at no cost to the City Backfdl root areas with good quality top sod as soon as possible If exposed root areas are not backfilled within two days, cover them with organic material m a manner which reduces soil temperature and mmimizes water loss due to evaporation 2-01.4 Measurement �«*.***� Section 2-01 4 is replaced with the following No separate measurement for payment wdl be made for clearing and grubbing, but instead clearmg and grubbing wdl be included in the lump sum bid item for "Removal of Structures and Obstructions" , No separate measurement for payment will be made for roadside cleanup or routme clearnng, but instead roadside cleanup or routine cleanmg will be included in the lump sum price for "Removal of Structures and Obstructions" 2-02 2-02.1 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description �******� Section 2-02 1 is supplemented with the following This work shall consist of all work defined under clearing and grubbing, and removing all materials noted in this section of the Special Provisions as well as any other materials not Crty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-66 November 2013 Contract Documents Div�s�on 2 , ' ' � , ' noted and necessary for the construction of this pro�ect The following items shall be mcluded under "Removal of Structures and Obstructions" 1 Clearing and grubbing as necessary for all pro�ect improvements 2 Removal and salvaging of split rail fence in Evergreen Park 3 Removal and restoration of fences and rockeries disturbed by construction, or as specified in the Plans 4 Tree stump/root removal and disposal In general, the Contractor shall remove/dispose, remove/restore, or abandon existmg items that are in conflict with the new improvements, as noted above, and or shown on the plans � Voids left by the removal of items listed above shall be filled with select native borrow or gravel borrow, and compacted to 95 percent of maximum density as specified in Section 2-03 3(14)D � I Specific items and materials removed by the Contractor shall remain the property of the City These items are identified on the Plans or within these Special Provisions and shall be delivered to the City's maintenance yard All other materials removed shall become the property of the Contractor and shall be disposed of off-site at a legal disposal site to be obtained and paid for by the Contractor ' 2-02.3 Construction Requirements IJ l_ J �' , ' , ' �*�.***� Section 2-02 3 is supplemented with the following All matenal removed for the construction of the pro�ect shall be hauled off-site to a legal disposal site by the Contractor The Contractor shall determine the requirements of his selected disposal site related to accepting the material to be deposited on the site Testing of the material by the disposal site or refusal of the site to accept the material shall not be the basis for additional payment or for an extension of the contract time The cost of all such requirements shall be included in the various bid prices in the Proposal 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters �*�**.*� Section 2-02 3(3) is supplemented with the following Saw cutting of existing asphalt or Portland cement concrete or Portland cement concrete pavement shall occur prior to the removal of the existing paved surface to ensure even edges along the trench To expedite construction, the Contractor may break pavement with a backhoe, �ack hammer, or similar piece of equipment provided the width is less than the final paving limits Removal of pavement in this manner is for the Contractor's convenience and is considered incidental to removal ' C�ty of Bremerton Washington Avenue Sewer Improvements ConVact Documents lll-67 236-1896-113 (Ol/04) Novembe� 2013 D�v�sion 2 ' � Before the pavement restoration, the Contractor shall perform a final (second) saw cut Any pavement that is damaged by breaking the concrete shall be removed by saw cutting and replacing the damaged portions Where sidewalk abutting buddings is shown to be removed, it shall be saw cut 18 inches from the face of the budding, and the new concrete sidewalk shall be placed against the remaming concrete unless directed othervvise by the Engineer Asphalt pavement shall be removed to a width of 12 inches greater than the top of the trench unless otherwise noted on the Contract Plans The asphalt shall be saw cut on a straight Ime to a tolerance of 0 5 inch in 10 feet, with a vertical cut When Portland cement concrete or Portland cement concrete pavement is to be removed, it shall be removed to a width of 12 inches greater than the top of the trench or to the next panel �oint as mdicated on the Plans or as directed by the Engineer When the concrete is sawn, it shall be on a straight line to a tolerance of 0 5 inch in 10 feet and shall be beveled so that the cut wdl be approximately 1 inch wider at the top than at the bottom Where the remaming concrete panel is undermmed due to material on the trench wall slumping into the trench, notify the Engmeer so that the final saw-cut line can be ad�usted appropnately After removal of pavement or driveways and before surface restoration, all pavement, sidewalks, or driveways that were damaged, displaced, or undermined will be trimmed to neat edges by sawing pavement to a depth of 3 inches or to the depth of existing pavement, whichever is greater Unless the Engineer directs additional pavement removal, pavement removal and replacement beyond the pay limits or due to damage by the Contractor's equipment wdl be at the Contractor's expense Where indicated on the Plans or as directed by the Engineer, concrete panels shall be saw cut to facditate pavement removal and to leave a portion of the existing panel to protect ad�acent concrete panels durmg trenching and pipe laying construction The ad�acent concrete panels that are to be protected are intended to remain Any ad�acent panels that are damaged as a result of Contractor's operations shall be replaced at the Contractor's own expense Contractor shall exercise care in removal of existing imp�ovements to prevent damage from construction activities or equipment This shall include damage from vibration equipment such as �ack hammers In particular, the Contractor shall protect existing sidewalks, curbs, gutters, and utdity pole foundations due to construction activities m the roadway Pavement removal shall be done in coordination with the Traffic Control Plan �**:**.� Add the following new sections 2-02.3(4) Remove/Abandon Existing Water System (NEW SECTION) Portions of the existing water systems shall be abandoned in place or removed Water mam pipe that is abandoned in place shall be capped with an MJ cap at the ends Existing hydrant assemblies indicated on the plan drawings shall be removed, salvaged, and delivered to the City C�ty of Bremerton 236-1896-113 (Ol/04) Wash►ngton Avenue Sewer Improvements 111-68 November 2013 Contract Documents Div�sion 2 ' ' ' ' ' � � ' e � � � ' � , � � ' ' � II The excavation from any pipe sections that are removed shall be backfilled with crushed surfacing top course and compacted to minimum 95 percent max dry density 2-02.3(5) Remove/Abandon Existing Sewer System (NEW SECTION) � Portions of the existing sewer systems shall be abandoned in place or removed This includes abandoning of the sewer laterals servmg the Washington Avenue residences, which extend from residential properties and discharge to the sanitary sewer force main , located below along the beach Access to the beach area for construction shall be at Evergreen Park, as shown on the Plans Construction activities along the beach shall be limited to low-tide events and other construction restrictions noted in the JARPA ' , LJ ' , 1 ' ' � Sewer pipe that is abandoned in place shall be filled with CDF The excavation from any pipe sections that are removed shall be backfdled with crushed surFacmg top course and compacted to minimum 95 percent maximum dry density Abandon existing sewer manholes per Section 7-05 3(2) Manholes less than 5 feet deep shall be removed and disposed of 2-02.3(6j Remove/Abandon Existing Storm System (NEW SECTION) Portions of the existing storm drainage systems shall be abandoned in place or removed Storm drainage pipe that is abandoned in place shall have a concrete plug installed in all openings The length of plug shall equal finnce the diameter of the pipe The excavation from any pipe sections that are removed shall be backfilled with crushed surtacmg top course and compacted to minimum 95 percent maximum dry density Remove and dispose of existing concrete inlets and storm drainage piping as specified in the Plans Abandon existing storm drainage Type 2 catch basins per Section 7-05 3(2) Type 2 catch basins less than 5 feet deep shall be removed and disposed of 2-02.3(7) Pothole Existing Utility (NEW SECTION) Locations of possible conflicts at utility crossings can be seen on the Plans Based on the actual location of utility markings, it may be necessary to uncover existing utdities and determine the exact locations ' After completmg field marking of the existmg utilities, the Contractor shall determine if an existing utility may be in conflict with the planned improvements Should a conflict seem likely, the Contractor shall notify the City If the City concurs that a conflict is likely, the ' Contractor will be directed to expose the location of the sub�ect utility (pothole) When potholing is required by the City, the Contractor shall expose the location of the existmg utdity and record the size of pipe and horizontal and vertical location on the Contractor's ' Record Drawmgs Upon receipt of this information, the Engmeer wdl determine if a conflict exists The City w�l! notify the Contractor withm seven full workmg days as to what design ' City of B�emerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-69 236-1896-113 (01/04) November 2013 D�wsron 2 1 modifications, � any, are reqwred to resolve the conflict Contractor shall be required to coordmate with both the utility m question and the City regarding the type of equipment that wdl be allowed to conduct potholmg (i e, hand-excavation, excavation with vactor truck, other) Potholing wdl typically be conducted with a vactor truck 2-02.3(8) Ad�ust Existing Utility to Grade (NEW SECTION) Existing utilities such as monuments, water valves, and meter boxes shall be ad�usted to finished grade The Contractor shall, prior to the beginning of any work, famdiarize himself with the existing utility locations The Contractor shall ad�ust City-owned utdities Final ad�ustment shall be smooth and flush with firnshed grade The Contractor shall mark the location of all utdities prior to pavmg the new surface Unless otherwise provided for in the Special Provisions and Proposal, costs for ad�usting utdities to grade, including coordinating the work with other utdities, shall be incidental to the various items of work and no additional compensation will be allowed Existing facdities shall be ad�usted to the finished grade as shown on the Drawmgs and as further specified herein Existing box, ring, grate, � and cover shall be reset in a careful and workmanlike manner to conform to the new grade Special care shall be exercised m all operations Any damage occurring to the manholes, concrete inlets, monument cases, valve boxes, or water mains, due to the Contractor's operations, shall be repaired at the Contractor's own expense Ad�ustments shall be made using bricks, concrete blocks, or cement, and the interior of the manhole ad�ustment shall be mortared smoothly All covers and frames shall be thoroughly cleaned The Contractor shall be responsible for referencing and keeping a record of such references of all manholes, catch basms, monument cases, meter boxes, and valve boxes encountered, and shall submit a copy of these references to the Eng�neer The meter boxes, and valve boxes shall be ad�usted to grade in the following manner • Within a Grass SurFace Provide crushed surfacing top course backfill and 3 mches of topsod, Type A, and sod • Within a Hot Mixed Asphalt Paved Surface As soon as the street is paved past each manhole, catch basin, monument case, meter box, and valve box, the asphalt concrete mat shall be scored around the location of the manhole, catch basin, concrete mlet, monument case, meter, or valve box After rolling has been completed and the mat has cooled, it shall be cut along the scored Imes The manholes, catch basms, monument cases, meter boxes, and/or vafve boxes shall then be raised to firnshed pavement grade, and the annular spaces filled with control density fdl (CDF) to within a mirnmum of 3 inches of the fmished grade The remaining 3 mches (mmimum) shall be fdled and compacted with HMA Class 1/2 In PG 64-22 per Section 5-04 of the Standard Specifications, to give a smooth, finished appearance After pavement is m place, all �oints shall be sealed with hot asphalt cement (AR 4000V1n In areas opened immediately to traffic, a sand blanket shall be placed onto the surface of the hot asphalt sealer (AR 4000V1n to help alleviate the "trackmg" of asphalt sealer C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements 111-70 November 2013 Contract Documents Diws�on 2 ' � 2-02.4 Measurement , ' ' � � ' � �*.#*.*� Section 2-02 4 is supplemented with the following No specific urnt of ineasure shall apply to the lump sum item "Removal of Structures and Obstructions" "Ad�ust Existing UUlity to Grade" shall be measured per each . Ad�ustment of new utdity to grade shall not be measured from separate payment, but mstead shall be considered incidental to the urnt cost bid for that utdity "Asphalt Conc Pavement Removal" shall be measured per square yard "Cement Conc Pavement Removal" shall be measured per square yard "Cement Conc Sidewalk and Driveway Removal" shall be measured per square yard regardless of depth "Cement Conc Curb and Gutter Removal" shall be measured per linear foot No specific unit of ineasure shall apply to the lump sum items "Remove/Abandon Water System", "Remove/Abandon Sewer System", and "Remove/Abandon Storm System" � No measurement for payment shall be made for saw cutting All costs associated with saw cuttmg shall be included with the associated bid items in the Proposal where saw cutting is required, such as concrete, sidewalk, asphalt, and pipmg removal LJ ' � ' ' "Pothole Existing Utdity" shall be measured per each pothole Z-02 5 Payment �::**.*� Section 2-02 5 is supplemented with the foilowing "Ad�ust Existing Utdity to Grade" per each The unit contract price for "Ad�ust Existmg Utdity to Grade", per each shall be full payment for all equipment, labor, and materials necessary to ad�ust the utility to fmished grade including, but not limited to, crushed surFacing top course, grout, CDF, finishing concrete, asphalt pavement, and edge sealant "Removal of Structures and Obstructions", per lump sum � The unit contract price for "Removal of Structures and Obstructions" shall be full compensation for all labor, tools, equipment, and materials necessary to remove, haul and dispose of the material off site at a Contractor-obtained legal disposal site In addition, all , backfill and compaction of backfdl, as defined in the Plans and these Specifications needed to fdl the void left after the removal shall be included m the lump sum cost for "Removal of , City of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements lll-71 November 2013 Contract Documen[s D�v�s►on 2 ' Structures and Obstructions" Removal of Structures and Obstructions mcludes valve abandonment "Asphalt Conc Pavement Removal", per square yard "Cement Conc Pavement Removal", per square yard Payment for "Asphalt Conc Pavement Removal" and "Cement Conc Pavement Removal" wdl be full compensation for all costs associated with sawcutting, removing, and disposing of the pavement materials regardless of depth, in accordance with the Contract Documents "Cem`ent Conc Sidewalk and Driveway Removal", per square yard "Cement Conc Curb and Gutter Removal", per linear foot Payment for "Cement Conc S�dewalk and Driveway Removal" and "Cement Conc Curb and Gutter Removal" shall be full compensation for all costs associated with saw cutting, removing, and disposing of the concrete materials regardless of depth, m accordance with the Contract Documents All saw cutting shall be included in the other associated bid items in the Proposal and no additional compensation wdl be made "Remove/Abandon Water System", per lump sum "Remove/Abandon Sewer System", per lump sum "Remove/Abandon Storm System", per lump sum The bid price in the Proposal for "Remove/Abandon Water System", "Remove/Abandon Sewer System", and "Remove/Abandon Storm System" shall be full compensation for the costs of all labor, tools, equipment, and materials necessary to remove, haul, and dispose of all piping, fittings, structures, capping, filling pipe w�th CDF, and other items associated with the water, sewer, and storm systems as described in the Pians and these Specifications "Pothole Existing Utility", per each The urnt price for "Pothole Existing Utility" shall include the complete cost to provide trafFc control, saw cut, remove pavement, excavate and expose main, obtain measurements, backfdl, and temporari{y restore the surface 2-04 HAUL 2-04 5 Payment �*�**:*� Section 2-04 5 is supplemented with the following All costs associated with hauling materials of any description to, from, and within the pro�ect site shall be included in the appropriate urnt bid prices in the Proposal and no further compensation will be paid City of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements lll-72 November 2013 Cornract Documents D�vision 2 , � 2-06 ' 2-06.3 � � L_1 ' LJ SUBGRADE PREPARATION Construction Requirements �*.****� Section 2-06 3 is supplemented with the following During the period of subgrade exposure, only local traffic wdl be allowed on this section The subgrade must be suitable, as determined by the Engineer, prior to placement of gravel borrow or crushed rock All costs for protection of the subgrade, including replacing all material that becomes unsuitable while the subgrade is exposed, shall be included m the other related bid items of the Contract and no additional compensation shall be made Preparation and compaction of the subgrade shall be considered as essential to the construction but all costs thereof shall be included by the Contractor m crushed surfacing base course pay items for roadway work and in the individual pipe mstallation costs of the Contract The subgrade shall be shaped and maintained to drain at all times during construction, mcluding temporary ditches and modifications to drainage structures necessary to eliminate standmg water on the subgrade 2-07 WATERING � 2-07.3 Descript�on ' , ' ' � ' �.*:�*.*� Section 2-07 3 is supplemented with the following Water may be obtained from City hydrants Obtain a hydrant meter m accordance with Section 1-05 16 2-07.5 Payment �***.**� Replace Section 2-07 5 with the followmg No specific payment for furrnshing and placing water shall be made Water used for fi(ling water mains shall be considered incidental to those bid items Water required for dust and mud control wdl be considered incidental to the "Erosion/Water Pollution Control" bid item 2-09 2-09.1 STRUCTURE EXCAVATION Description ��.*»**�� ' Section 2-09 1 is supplemented with the following Structure excavation shall include excavation for structures associated with this pro�ect See ' Division 7 of the Standard Specifications and these Special Provisions for work related to trenchmg, excavating, and backfdimg ' Ciry of Bremerton 236-1896-113 (Ol/04) Wash►ngton Avenue Sewer Improvements lll-73 November 2013 Contract Documen[s Div�s►on 2 � 2-09 3 Construction Reqwrements �.*..**� Add the following new section 2-09.3(1)G Trench Dewatering (NEW SECTION) All "Iocali2ed trench dewatering" work associated with maintammg a trench suitable for structure mstallation and pipeline construction will be incidental and included in bid item "ErosionNVater Pollution Control" "Localized trench dewatenng° is defined as dewatering methods occurring in or directly adJacent to the trench, including trash pumps, sump pumps, or other methods in the excavated areas "Localized trench dewatermg" does not include a dewatering system such as well points, well screens, or deep wells 2-09.3(4) Construction Requirements, Structure Excavation, Class B �****.*� Section 2-09 3(4) is supplemented with the following Shoring and trench safety system shall be the sole responsibility of the Contractor All trenches greater than 48 inches in depth shall be shored Shoring shall comply with Chapter 296-155 WAC and Chapter 49 17 RCW of the Washmgton Safety and Health Act �,�*#***� Add the following new section 2-09 3(9) Removal and Disposal of Contaminated Material (NEW SECTION) Removal and Disposal of Contaminated Material Contaminated sods are anticipated along Sheldon Boulevard and potentially other locations ad�acent to Evergreen Park, the former Brem-Air Facdity In 2000, the City removed all the underground fuel storage tanks, mcluding known sites of contammated soils, however, there may be soil locations beneath Sheldon Boulevard that are contaminated with hydrocarbons The Contractor is responsible for all work, records, reports, permitting, and testing required to perForm the work described in this section At a minimum, contammated sod and water shall be tested for gasoline, benzene, toluene, ethylbenzene, xylenes, diesel, and lube oi{ using Washington State Department of Ecology approved methods The Contractor shall notify the Engineer immediately if contammation is discovered or is ' suspected through observations, such as an ody sheen or discolored sods that may or may - not emit strong chemical odors Contaminated Soil All material that �s designated by the Engmeer to be removed shall be handled and stored m a manner that prevents the spread of contamination to ad�acent soil or water Separate stockpiles shall be maintained for known contaminated material and for suspected contaminated material The Contractor shall transport contaminated material and dispose of it at a permitted fac�lity The Contractor shall provide the Engineer with a copy of the shipping marnfest or bill of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-74 r �J � 236-1896-113 (Ol/04) � November 2013 Division 2 ' � I� , , ' ' i� , , � Contaminated Water All water that is removed from the areas of contamination, including free water that leeches from contammated sod stockpdes or water that is suspected of being contaminated, shall be collected, handled, and stored m a manner that prevents the spread of contamination to ad�acent soil or water The Contractor shall transport contaminated water and dispose of it at a permitted facdity The Contractor shall prowde the Engineer with a copy of the shipping manifest or bdl of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the matenal Training Requirements All Contractor personnel performing excavation, sampling, and/or other cleanup work involving contaminated sod and/or water, once identified after initial discovery, shall possess training meeting the requirements of the Washington Department of Labor and Industries safety regulations for Hazardous Waste Operations (WAC 296-843) This requirement applies to all personnel includmg laborers, supervisors, and equipment operators 2-09.4 Measurement ��.:.**� Section 2-02 4 is supplemented with the following "Contaminated Material Excavation Incl Haul" wdl be measured by the ton No measurement will be made for any class of structure excavation No specific unit of ineasurement shall apply to the lump sum item of "Shoring or Extra Excavation Class B" ' 2-09.5 Payment � ' , ' �****:.� Section 2-02 5 is supplemented with the following "Contaminated Material Excavation Incl Haul", per ton The unit contract price per ton for "Contaminated Material Excavation Incl Haul" shall be full pay for all fees, materials, labor, tools, and equipment necessary to remove and dispose of hazardous sod and water mcluding excavating and stockpiling contammated sods, collecting, handling, and storing contaminated water, testing, marnfesting, loading stockpded and stored material into the hauling conveyance for transport to the disposal site, and transporting and disposing of hazardous or contaminated matenals at an approved facility "Shoring or Extra Excavation Class B", per lump sum The lump sum price in the Proposal wdl be full compensation for the cost of all labor, tools, ' equipment, and matenals necessary or incidental to furnishmg, mstalling, and removmg shoring systems When extra excavation is used in lieu of constructing the shoring, cofferdam, sheet pdes, or caisson, the lump sum contract price shall be full pay for all ' excavation, backfdl, compaction, and other work required ' C�ty of Bremerton 236-1896-113 (O7/04) Wash�ngton Avenue Sewer Improvements lll-75 November 2013 Contract Documents D�v�sion 2 ' 2-11 2-11.1 TRIMMING AND CLEANUP Description �******� Section 2-11 1 is supplemented with the following During construction, and then upon completion of the work, the Contractor shall thoroughly comb and search the surrounding area and remove any construction material thrown or discarded amongst the trees, bushes, ditches, etc , such as pamt cans, cartons, broken pipe, pavement pieces, paper, bottles, etc , and shall tidy up the surrounding general area to make it neat in appearance, including removal of debris that may or may not have been deposited by Contractor's operation � Paved street surfaces, existing and new, shall be thoroughly cleaned (street sweeper) upon completion of work within the area, and shall require dady cleaning if dust or mud exists Prior to �ob acceptance, all streets shall be cleaned 2-11 3 Construction Requirements �.**.**� Add the following new sections 2-11.3(1j Routine Cleaning (NEW SECTION) General 1 Retain all stored materials and equipment in an orderly fashion allowing maximum e access, not impeding dramage or traffic, and providing protection 2 Do not allow the accumulation of scrap, debris, waste material, and other items not required for this work 3 At least twice each month, and more often if necessary or as directed by the Construction Inspector, the Contractor shall completely remove all scrap, debris, and waste material from the pro�ect site 4 Provide adequate storage for all materials awaiting removal from the pro�ect site, observing all reqwrements for fire protection and protection of the environment Site ' 1 Dady and more often if necessary or as directed, inspect the site and pick up all scrap, debris, and waste material Remove all such items to the place designated for their storage until it can be disposed of 2 Weekly, and more often if necessary or directed, inspect all arrangements of mater�als stored on the site, restack, tidy, or otherwise service all arrangements to meet the requirements above 3 Maintain the site in a neat and orderly condition at all times so as to meet the approval of the Owner City of Bremerlon 236-1896-113 (O7/04) Wash�ngton Avenue Sewer Improvements lll-76 November 2013 Contract Documents Divis�on 2 � ' �J CI ' ' IJ �I ' � ' ' � ' lJ �***:**� Add the following new section 2-11 3(2) Final Cleaning (NEW SECTION) Prior to final inspection, remove from the �ob site, all tools, surplus materials, equipment, scrap, debris, and waste 2-11.5 Payment �***:*.� Section 2-11 5 is supplemented with the following No separate payment wdl be made for trimming and cleanup, but instead wdl be included in the lump sum item for "Removal of Structures and Obstructions" � 2-12 � 2-12.1 CONSTRUCTION GEOSYNTHETIC Description �*.****� Section 2-12 1 is supplemented with the following ' ' The Contractor shall fumish and place geotextile in accordance with the details and these Specifications Geotextdes are required to be used with "Foundation Matenal" The Contractor shall furnish and place construction geotextile (for separation and stabilization) and polypropylene geogrid reinforcement in accordance with the details shown in the Plans and these Specifications � 2-12.2 Materials �**.*:�.� ' Section 2-12 2 is supplemented with the following The polypropylene geogrid remforcement mesh shall be integrally formed and produced , from a punched sheet of polypropylene which is then onented in three substantially equilateral directions so that the resultmg ribs shall have a high degree of molecular onentation, which continues at least in part through the mass of the integral node The resulting geogrid structure shall have apertures that are triangular in shape, and shall have , ribs and depth-to-width ratios greater than 1 Q The geogrid shall have the typical characteristics shown below ' Proqerties Rib pitch, mm (in) Mid-rib depth, mm (in) Mid-rib width, mm (in) , Rib shape Aperture shape Lon�c itudinal Dia� 40 (1 60) 40 (1 60) — 1 3 (0 05) — 0 9 (0 04) Transverse 1 2 (0 05) 1 2 (0 05) General Rectangular Triangular � The Contractor shall check the geogrid upon delivery and prior to installation to ensure that the material is free of flaws or damage occurring from manufacturing, shipping, or handling ' Ciry of Bremerton 236-1896-113 (01/04) Wash►ngton Avenue Sewer Improvemen[s lll-77 November 2013 Contract Documents Diws�on 2 ' 2-12.3 Construction Requirements �.*.***� Section 2-12 3 is supplemented with the following Geogrid shafl be placed in areas detailed in the Plans or as directed by the Engineer Under no circumstances shall geogrid be dragged through mud or over sharp ob�ects that could damage the geogrid The geogrid may be temporarily secured in place with ties, pins, sand bags, or backfill as required by fill properties, fdl placement procedures, weather conditions, or as directed by the Engineer Should the geogrid be torn, punctured, or the overlaps or sewn �oints be disturbed, as evidenced by visible geotextde damage, subgrade pumping, intrusion, or roadbed distortion, the backfdl around the damaged or displaced area shall be removed and the damaged area repaired or replaced by the Contractor at no expense to the Contracting Agency The repa�r shall consist of a patch of the same type of geogrid material as used throughout the pro�ect The patch shall overlap the damaged area by a mirnmum of 3 feet from the edge of any damaged area Geogrid shall be overlapped a mirnmum of 2 feet at all longitudinal and transverse �oints The initial backfdl thickness shall be as specified by the manufacturer Backfill shall be placed, spread, and compacted in such a manner that mirnmizes the development of wrmkles in the geognd and/or movements of the geognd Turrnng and breakmg of vehicles should be kept to a minimum to prevent tracks from displacing the fill and damagmg the geogrid 2-12 4 Measurement �*.**.�� Section 2-12 4 is supplemented with the following No measurement wdl be made for geotextile used in con�unction with "Foundation Material" All costs incurred for this item shall be included in the other related bid items "Geogr�d Reinforcement" shall be measured by the square yard of ground surFace area covered No measurement or allowance will be made for required overlap of ad�acent rolls, mcluding the geogrid material placed within the shallow sewer trench 2-12.5 Payment �**::::� �� Section 2-12 5 is supplemented with the followmg "Geogrid Reinforcement", per square yard The unit contract price for "Geogrid Reinforcement" shall mclude all equipment, labor, tools, and materials necessary to furnish and install the geogrid as specified in the Special Provisions and on the Plans END OF DIVISION 2 C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements 111-78 November 2013 ConVact Documents D�vis�on 2 � ' , � , ' � � ' ' ' ' � ' ' � ' � ' DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-01 4 Contractor Furrnshed Material Sources �:��x..� Section 3-01 4 is supplemented with the following No source has been provided for any materials necessary for the construction of this improvement The Contractor shall make arrangements to obtam the necessary materials at no expense to the City, and all costs of acquinng, producmg, and placing this material in the finished work shall be included in the unit contract prices for the various items involved 3-01.6 Payment �«..*:.� r Section 3-01 6 is supplemented with the following All costs of any work required under Division 3 shall be included m the urnt contract prices for the various items m the Proposal END OF DIVISION 3 C�ty of Bremenon Wash�ngton Avenue Sewer Improvements Contract Documents lll-79 236-1896-113 (01/04) November 2013 Divis►on 3 THIS PAGE INTENTIONALLY LEFT BLANK � �<< , }� C�ty of Bremerton 236-1896-113 (O7/04) Washmgton Avenue Sewer Improvements 111-80 November 2013 Contract Documents D�v�s�on 3 , ' ' ' 4-04 4-04.1 DIVISION 4 BASES BALLAST AND CRUSHED SURFACING Description ' �***�**� Section 4-04 1 is supplemented with the following ' Crushed surfacing top course shall be used as required for driveway and roadway reconstruction Crushed surfacing top course shall also be used for restoration along the finished edge of asphalt concrete pavement when such edge abuts an existing gravel or ' crushed surfacmg shoulder Crushed surfacing shall be placed m accordance with the Standard Specifications and as shown in the Plans or as designated by the Engineer LJ ' , ' � ' � Crushed surfacing top course wdi be used for pipe/structure backfdl within WSDOT right-of- way and for pipe/structure bedding Crushed surfacing top course and base course shall be used as required under asphalt and cement concrete pavements 4-04.4 Measurement �.*.:**� Section 4-04 4 is replaced with the following The basis of ineasurement for "Crushed Surfacmg Top Course" ""will be by the ton based on certified truck tickets collected by the inspector at the end of each working day Tickets wdl be accepted for payment after the end of each workmg day only when prior arrangements have been made with the inspector Crushed surFacmg used for pipe beddmg, pipe trench backfill, and to fdl voids left by demolished structures will not be measured for separate payment but instead will be incidental to the water, sewer, and storm piping bid items in the Proposal If the Contractor chooses to stockpile crushed surfacing materials on or near the site, the Contractor shail establ�sh separate stockpde areas for 1 Crushed surfacing materials that are to be used in the roadway and paid for ' separately Improvements where crushed surFacmg will be paid for separately are as follows ' � a Gravel shoulder restoration b Gravel road restoration c In the road sections under HMA and curb and gutter as shown in the Plans , C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-81 236-1896-113 (01/04) November 2013 D�vision 4 ' 2 Crushed surFacmg materials incidental to other items include pipe bedding, trench backfill, and to fill voids left by demolished structures Crushed surfacmg material used during these activities will not be measured for separate payment Water used in placing and compacting surfacing materials will not be measured for payment 4-04.5 Payment �..**..� Section 4-04 5 is supplemented with the following "Crushed Surfacing Top Course", per ton The contract bid price for "Crushed Surfacing Top Course", including all incidental work, shall be full compensation for all labor, material, tools, and equipment necessary to satisfactordy complete the work as defined in the Standard Specifications and these Special Provisions, mcluding subgrade preparation and compaction END OF DIVISION 4 C�ty of Breme►ton Wash�ngton Avenue Sewer Improvements Contract Dvcuments 111-82 236-1896-113 (01/04) � November 2013 D�v�s�on 4 , ' � , ' 5-04 5-04 1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT Description ' �****#*� Section 5-04 1 is supplemented with the followmg ' This work shall consist of providing and placing one or more layers of plant-mixed hot-mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thickness, and typical cross sections shown in the Plans ' ' This work shall include the installing asphalt concrete pavement for the construction of roadways, driveways, and other areas as shown on the Pians HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to prov�de a homogeneous, stable, and workable mixture ' 5-04.2 Materials � ' ' � �:.*.**� Section 5-04 2 is supplemented with the following All asphalt concrete shall be HMA Class 1/2-In PG 64-22 (N-design - 75 gyration unless otherwise noted m the Pro�ect Special Provisions) Tack coat shall be emulsified asphalt grade CSS-1 as specified m Section 9-02 1(6), Cationic Emulsified Asphalt, of the Standard Specifications and will be used at locations specified or as directed by the Engineer All costs for tack coat shall be considered incidental to and included m other unit contract prices 5-04,3 Construction Requirements ' �*.:.**� Section 5-04 3 is supplemented with the following ' Where the new HMA pavement connects to the existing pavement, the transition shall produce a smooth nde The surface of the pavement through the connection shall not vary more than 1/8 inch in 10 feet �_l ' � If the edges of existing remaming pavement become broken, uneven, or �agged prior to placement of new asphalt abutting those edges, the existing pavement shall be re-saw cut to provide a smooth, even edge pnor to placement of the new asphalt C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-83 November 2013 Contract Documents D�v�sion 5 ' 5-04.3(7) Preparation of Aggregates 5-04.3(7)A Mix Des�gn �**...*� Replace Section 5-04 3(7)A with the following 1 General Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt bmder 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 determmation of anti-strip requirements has been made Anti-strip requirements wdl be determined by a Testing by WSDOT �n accordance with TM 718 b Testmg by Contractor in accordance with WSDOT TM 718 c Historical aggregate source ant-strip use provided by WSDOT The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced Any additional ad�ustments to the JMF wdl require the approval of the Pro�ect Engmeer and may be made per Section 9-03 8(� 2 Mix Design Verification Venfication shall be accomplished by one of the following processes a Submit samples to WSDOT State Materials Lab for WSDOT verification testmg in accordance with WSDOT Standard Specifications b The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testmg 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 pro�ect d Perform Field Verification Testmg 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 C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-84 November 2013 Contract Documents D►ws�on 5 ' � , 1 � ' � ' 3 Field Verification Testing Process The Contracting agency wdl collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures a The Contracting agency wdl 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 wdl 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 wdl be tested and the results of all three tests will be used for acceptance in accordance with Section 5-04 5(1) and wdl 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 obtamed to calibrate the Igrntion 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) Mixing ' 5-04 3(8)A Acceptance Sampling and Testing — HMA Mixture �' ' � � � � l_l � �**#***� Items 1 and 2 are deleted and replaced with General Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation Nonstatistical evaluation wdl be used for all HMA not designated as Commercial HMA in the contract documents Commercial evaluation wdl be used for Commercial HMA and for other classes of HMA in the following applications sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Pro�ect Engineer Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Pro�ect Engineer Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract Item 4, is replaced with the following 4 Defmition of Sampling Lot and Sublot For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each �ob mix formula (JMF) placed Only one lot per mix design wdl be expected to occur The irntial JMF is defined in Section 5-04 3(7)A Mix Design The Contractor may request a change m 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 begm , C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-85 236-1896-113 (01/04) November 2013 D�v�s�on 5 ' For proposal quantit�es, less than 2,500 tons sampimg and testing for evaluation shall be performed as descnbed in Section 5-04 3(7)A, Item 3, Field Venfication Testing Process The verification sample referenced in Item 3b may be used as an acceptance sample, additional testing wdl be at the discretion of the Engmeer 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 2,500 tons sampling and testing for evaluation shall be perFormed as described in Section 5-04 3(7)A, Item 3, Field Verification Testing Process, for the first 2,500 tons of mix placed The verification sample referenced in Item 3b may be used as an acceptance sample for the first 2,500 tons of mix placed Additional testing will be at the rate of one sample per 800 tons of m�x 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 Item 7 of Section 5-04 3(8)A is deleted 5-04.3(10) Compaction 5-04.3(10)B Control �.**».*� Section 5-04 3(10)B is supplemented with the following Asphalt shall be compacted to 91 percent of maximum density as determined by WSDOT Test Method 705 Compaction tests wdl be performed by a testing laboratory contracted by the Owner All acceptance test results wdl be made avadable to the Contractor upon request as soon as completed Compaction test taken on the day of pavmg will be based on a theoretical RICE value supplied by the Contractor prior to paving A sample of the asphalt wdl be taken on the day of paving to determine the actual value Final compaction test results will be based on the actual RICE value result from the sample taken on the day of paving The basis of acceptance will be the revised compaction values C�ty of Bremerton Wash►ngton Avenue Sewer Improvements Contract Documents 111-86 236-1896-113 (01/04) � November 2013 Diws►on 5 IJ ' ' ' 1 , � ' r � � 5-04.3(17) Paving Under Traffic �*.*.*.� Section 5-04 3(17) is replaced with the following The Contractor shall mmimize any pavement drop-offs or abrupt pavement edges to traffic during non-workmg hours Unless otherwise approved by the Engineer, pavement drop-offs or abrupt pavement edges left exposed to traffic during non-working hours shall be protected as follows • Drop-offs up to 0 20 foot, unless otherwise directed by the Engineer, may remain exposed with appropriate warning signs alerting motonsts of the condition • Drop-offs more than 0 20 foot that are within the traveled way shall be protected with appropriate warning signs and further protected by the following ➢ A wedge of asphalt cold mix or other material approved by the Engineer shall be placed at a slope of 4 to 1 or flatter ➢ Channelization devices shall be placed along the traffic side of the drop-off or abrupt pavement edges and shall comply with the latest edition of the MUTCD Pavement drop-off warning signs shall be placed in advance of and throughout the drop-off area ' ➢ Open trenches within the traveled way shall have a steel plate cover placed over them A wedge of asphalt cold mix or other material approved by the Engmeer shall be placed along the sheet edges to provide a smooth transition between the ' pavement and the steel plate Waming signs shall be used to alert motorists of the presence of the steel plates ' , ' � ' , C J ��**.**� Replace vacant section 5-04 3(18) with the following new section 5-04.3(18) Cold Mix (NEW SECTION) During the course of construction, it may be necessary to provide improved temporary access along the streets within the construction route and such ma�or property access roads as may be designated by the Engmeer in the field Such improved temporary access shall be provided by patchmg the crossings and designated entrance roads with cold mix asphalt concrete, untd such time as the permanent asphalt pavement is installed The backfill shall be thoroughly compacted and brought to a smooth grade prior to placing the material This cold mix asphalt concrete shall consist of a mixture of mineral aggregate and a minimum of 5-1/2 percent cutback asphalt binder MC-250, combined in a mechanical mixture It shall be placed, compacted by approved means, and maintained (dady), and removed and waste- hauled at no cost to the City by the Contractor when no longer required Cold mix shall be removed in its entirety before HMA is placed , Ciry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents 111-87 236-1896-113 (Ol/04) November 2013 Diws�on 5 1 5-04 4 Measurement �..***.� Section 5-04 4 is supplemented with the followmg Asphalt placed outside the thickness tolerances allowed within the Standard Specifications will not be measured for payment The Contractor is encouraged to assure that the crushed surfacing is graded to the proper elevations to avoid exceeding the compacted thickness shown on the typical sections "Cold Mix" shall be measured per ton based on certified truck tickets collected on the day of delivery Only cold mix that is specifically required by the City will be measured for payment Cold mix placed without prior City approval wdl not be measured for payment All costs for minimizing drop-offs and mamtainmg access to existing streets and driveways including, but not limited to, steel sheeting and channelization devices, shall be included by the Contractor m the unit price bid for the vanous items in the Bid Proposal, and no additional or separate compensation wdl be allowed Payment for asphalt cold mix for steel sheeting transition shall be made at the urnt price bid "HMA CI 1/2 In PG 64-22" wdl be measured per ton based on certified truck tickets collected on the day of paving No measurement will be made for asphalt used in con�unction with ad�usting utilities to final g rade 5-04.5 Payment �.*****� Section 5-04 5 is replaced with the followmg Payment wdl be made in accordance with Section 1-04 1, for the following bid items "Cold Mix", per ton The unit price bid per ton for °Cold Mi�' shall constitute full compensation for all labor, materials, tools, and equipment necessary and incidental to furnishing, placing, and maintainmg asphalt cold mix Disposal of "Cold Mix" after use shall be incidental to the bid item and no additional compensation will be made "HMA CI 1/2 In PG 64-22", per ton The unit bid price per ton for "HMA CI 1/2 In PG 64-22" shall be full pay of all equipment, and labor required, and shall include but not be limited to tack coat, surFace preparation, haul, compaction, additives, temporary striping, and edge sealing All costs for minimizing drop-offs and mamtainmg access to existing streets and driveways including, but not limited to, placing cold mix, steel sheeting, and channelization devices, shall be included by the Contractor in the unit price bid for the various items m the Bid Proposal No additional or separate compensation wdl be allowed C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements 111-88 November 2013 Contract Documents Diws►on 5 � � ' ' ' � � ' ' � ' � ' ' ' � ' ' , 5-05 CEMENT CONCRETE PAVEMENT 5-05 4 Measurement �*�.****� Section 5-05 4 is supplemented with the following Dowels, tie bars, and concrete dnll holes shall be considered incidental to the cement concrete pavement END OF DIVISION 5 C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-89 236-1896-113 (Ol/04) November 2013 D�v�s�on 5 � THIS PAGE INTENTIONALLY LEFT BLANK , C►ry of Bremerton Washmgton Avenue Sewer Improvements 111-90 Contract Documents 236-1896-113(01/04) November 2013 D�v�s�on 5 � � � DIVISION 6 � ' II ' ' � � ' 1 ' STRUCTURES 6-02 CONCRETE STRUCTURES 6-02.3 Construction Requirements 6-02.3(1) Classif�cation of Structural Concrete �******� Section 6-02 3(1) is supplemented with the following Concrete Class 3000 shall be used to construct thrust blocking, encasing of shallow sewer piping, and property restoration as directed by the City's Pro�ect Inspector 6-02.3(2) Proportioning Materials �******� Section 6-02 3(2) is supplemented with the following Concrete materials for this pro�ect shall be proportioned in accordance with Section 6-02 3(2) of the Standard Specifications Concrete blocking shall be 1 3 6 mix with 6-inch maximum slump 6-02.3(2)A Contractor Mix Design ��***.*� The first paragraph of Section 6-02 3(2)A is revised as follows The Contractor shall submit a mix design for the appropriate class of concrete, as shown in the Plans and Specifications, for approval by the Engineer 6-02.3(3) Admixtures ' �***.**� Section 6-02 3(3) is revised as follows ' The Contractor may elect to use air-entrainment for concrete below the finished ground Ime 6-02.3(4) Ready-M�x Concrete ' 6-02.3(4)C Consistency ' �***.**� The first paragraph of Section 6-02 3(4)C is revised as follows The maximum slump for vibrated concrete shall be 3 inches, with a 1/2-mch tolerance � ' City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements lll-91 November 2013 Contract Documents D►v�s►on 6 � �.*****� The final paragraph of Section 6-02 3(4)C is revised as follows If the Contractor is unable to provide a concrete with a workable consistency, a water- reducing admixture may be used prowded the batch meets the slump limit and complies with the proportions required in Section 6-02 3(2)A 6-02.3(5) Acceptance of Concrete ��****.� The fourth paragraph of Section 6-02 3(5) is revised as follows Concrete may be tested whenever there is visible change in mix or as required by the strength-testmg schedule herem specified The concrete properties shall be determmed from concrete as delivered to the pro�ect and as approved by the Engineer for placement �.*...*� The eleventh paragraph is deleted in its entirety Ei11D OF DIVISION 6 C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents lll-92 236-1896-113 (O1/04) ' November 2013 D�v�sion 6 � ' ' ' ' 7-04 ' ' DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS STORM SEWERS 7-04.1 Description �******� Section 7-04 1 is supplemented with the following This work consists of constructing tight-line storm drain mam lines as needed to eliminate conflicts with the proposed utility and roadway improvements ' 7-04.2 Materials �� ' �***..*� Section 7-04 2 is supplemented with the following Trench backfdl and pipe beddmg material withm the road section shall be crushed surFacing top course Storm sewer pipe shall be solid wall PVC, ASTM D3034, SDR 26 , 7-04 3 ' � 7-04.3(1) Construction Requirements Cleaning and Testing �::�***»� Section 7-04 3(1) is replaced with the following Water for flushing is available from City hydrants using a hydrant meter � � � , � � The Contractor shall pass a mandrel through the installed pipe to ensure that debris is not passed through to the existmg system �***.**� Add the following new section 7-04 3(2) Connect�ons to Existing Catch Basins and Storm Lines (NEW SECTION) The locations, type, and size of the existing catch basins and storm lines have been determined from avadable records, and are approximate, however, it is anticipated that connections to these existing facilities may be made, in general, as shown on the Plans It shall be the responsibdity of the Contractor to determine the exact location and ascertain the type and size of the existmg facilities prior to starting work on each connection, and to provide any alterations, as required, at no additional cost to the City C�ty of Bremerton 236-1896-113 (O7/04) Wash�ngton Avenue Sewer Improvements lll-93 November 2013 Contract Documents D�ws�on 7 � The Contractor shall clean and regrout existing catch basins as directed by the City All grouted connections between PVC pipe and concrete structures shall be made with sand collars 7-04 4 Measurement �:..*.*� Section 7-04 4 is replaced with the following The length of storm sewer pipe wdl be the number of Imear feet of completed installation measured along the mvert from the center of structure to center of structure or end of pipe Pipe placed m excess of the length designated by the Engineer wdl not be measured or paid for "Solid Wall PVC Storm Sewer Pipe 8 In Diam " shall be measured per linear foot Excavation, pipe bedding, and trench backfdl with crushed surFacing top course will not be measured for separate payment 7-04.5_ Payment �*:****� Section 7-04 5 is replaced with the following "Solid Wall PVC Storm Sewer Pipe 8 In Diam ", per Imear foot The unit contract price for "Solid Wall PVC Storm Sewer Pipe 8 In Diam " shall be full payment for the complete mstallation of the storm sewer pipe includmg, but not limited to, supplying and installing the specified pipe, excavation, pipe bedding, laying and �ointing pipe and fittmgs, trench backfdl, compaction, trench dewatering, connection to new and existing catch basins with sand collars, grouting of connections, cleaning, and testing These items shall all be considered as incidental to the work of constructing the storm sewer pipe, and all cost thereof shall be included m the urnt contract price Connections to existing and new storm structures and pipes where indicated on the Plans shall be considered mcidental to the pipe installation unit price and no additional compensation wdl be made 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 Materials �..**�.� Section 7-05 2 is supplemented with the following All storm drainage and sarntary sewer structures shall have knockouts or be core drilled for pipe entrances Use sand collars at connections to structures when PVC pipe is used City of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements 111-94 November 2013 Contract Documents D�vision 7 ' , ' ' ' � � , ' All Joints in the bnck or nng adJustment shall be filled with grout, and the castings shall be / seated in grout placed on the top course A 3/8-inch-thick mortar Iming shall be installed inside and out of the ad�ustment section to provide a smooth, watertight finish C'� � Material for bedding beneath the structures shall be crushed surfacing top course material Material for replacement of unsuitable foundation material beneath structures shall be Shoulder Ballast per Standard Specification Section 9-03 9(2) or Recycled Portland Cement Concrete Rubble per Standard Specification Section 9-03 21(3) 7-05.3 Construction Requirements �******� Section 7-05 3 is supplemented with the following Catch Basin Type 1 shall be constructed per City of Bremerton Standard Detail 4002 Catch Basin Type 2 shall be constructed per City of Bremerton Standard Detad 4004 Sanitary sewer manhole shall be constructed per City of Bremerton Standard Detail 6001 Unless otherwise directed by the Engineer, catch basins and manholes constructed with precast base sections or cast-in-place sections shall be placed to grade upon 6 inches (minimum depth) of crushed surFacing top course material All costs associated with this item shall be included in the various unit prices bid for the structure to be constructed Special care shall be taken to see that the opernngs through which pipes enter the structures are completely and firmly packed full of nonshnnk grout to ensure watertightness �*.*:.*:� Add the following new section and subsections 7-05.3(6) Manhole Lining with Epoxy Spray Coating (NEW SECTION) 7-05.3(6)A Description � The work includes lin�ng manholes as specified on the Plans Linmg is by application of a monolithic high-budd epoxy coating to elimmate infdtration, provide corrosion protection, repair voids, and enhance structural integrity Procedures for surface preparation, cleaning, � application, and testing are described herein Lining system shall be Raven 405 or approved equal ' 7-05.3(6)B ASTM D638 ASTM D790 ASTM D695 References � � Tensile Properties of Plastics Flexural Properties of Unreinforced and Reinforced Plastics Compresswe Properties of Rigid Plastics ASTM D4541 Pull-off Strength of Coatings Using a Portable Adhesion Tester ASTM D2584 Volatile Matter Content ASTM D2240 Durometer Hardness, Type D , C�ry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents lll-95 236-1896-113 (01/04) November 2013 D�ws�on 7 ' ASTM D543 ASTM C109 ASTM C348 ASTM C396 ACI 506 2-77 ASTM C579 Resistance of Plastics to Chemical Reagents - Compressive Strength Hydraulic Cement Mortars Flexural Strength Hydraulic Cement Mortars , Compressive Strength of Cement Mortars Specifications for Materials, Proportioning, and Application Shotcrete Compressive Strength of Chemically Settling Silicate and Sdica Chemical Resistant Mortars ASTM The published standards of the American Society for Testing and Materials, West Conshohocken, PA NACE The published standards of National Association of Corrosion Engineers (NACE International), Houston, TX SSPC The pubhshed standards of Steel Structures Painting Council;�Pittsburgh, PA 7-05.3(6)C Submittals The following items shall be submitted ,, , i� ' o Technical data sheet on each product used, including ASTM test results mdicatmg the product conforms to and is suitable for its intended use per these Specifications • Material Safety Data Sheets (MSDS) for each product used • Pro�ect specific guidelines and recommendations • Qualification of Applicator • Manufacturer certification that applicator has been trained and approved in the handling, mixmg, and application of the products to be used e Certification that the equipment to be used for applying the products has been manufactured or approved by the protective coating manufacturer and applicator personnel have been tramed and certified for p�oper use of the equipment • Five recent references of applicator mdicating successful application, of a high-build solventless epoxy coating by plural component spray application ' • Proof of any necessary federal, state, or local permits or licenses necessary for the Pro�ect � =E • Design detads for any additional ancdlary systems and equipment to�be used in site and surface preparation, application, and testing 7-05.3(6)D Quality Assurance Applicator shall in�tiate and enforce quality control procedures consistent with applicable ASTM, NACE, and SSPC Standards and the protective coatmg manufacturer's recommendations C�ry of Bremerton Washington Avenue Sewer Improvements Contract Documen[s lll-96 236-1896-113 (01/04) ' November 2013 D�v�s�on 7 � , , ' ' � , � ' , � � 7-05.3(6)E Delivery, Storage, and Handling Materials are to be kept dry, protected from weather and stored under cover Protective coating materials are to be stored befinreen 50 degrees F and 90 degrees F Do not store near flame, heat, or strong oxidants Protective coatmg materials are to be handled according to their MSDS 7-05.3(6)F Site Conditions Applicator shall conform with all local, state, and federal regulations including those set forth by OSHA, RCRA, and the EPA, and any other applicable authonties 7-05.3(6)G Warranty Applicator shall warrant all work against defects m materials and workmanship for a period of one year, unless otherwise noted, from the date of final acceptance of the Pro�ect Applicator shall, within a reasonable time after receipt of written notice thereof, repair defects in materials or workmanship which may develop during said one year period, and any damage to other work caused by such defects or the repairing of same, at his own expense and without cost to the Owner 7-05.3(6)H Repair Materials Repair matenals shall be used to fill voids, structurally reinforce and/or rebwld surfaces, etc as determined necessary by the Engineer and protective coating applicator Repair materials must be compatible with the specified epoxy coating and shall be applied in accordance with the manufacturer's recommendations The following products may be accepted and approved as compatible repair basecoat matenals for epoxy topcoating for use withm the Specifications ' 1 One hundred percent (100%) epoxy grout specifically formulated for epoxy topcoating compatibility The epoxy grout manufacturer shall provide instructions for trowel or spray appl�cation, and for epoxy topcoating procedures ' Factory blended, rapid setting, high early strength, fiber reinforced, non-shrink repair mortar that can be trowelled or pneumatically spray applied may be approved if specifically formulated to be suitable for epoxy topcoating Such repair mortars should not be used ' unless their manufacturer provides information as to its suitabdity for topcoating with an epoxy coating � L ' ' Shotcrete shall conform to all requirements of ACI-506 2-77 as publ�shed by the American Concrete Institute, Detroit, MI, except as modified by these Specifications Shotcrete shall be composed of Portland Cement, aggregate, and water so proportioned as to produce a concrete suitable for pneumatic application Shotcrete ingredients shall be selected and proportioned in such a manner as will produce concrete that wdl be compatible for epoxy topcoating Shotcrete shall have a mmimum surface tensile strength of 300 psi No coatings shall be applied prior to a full 28-day cure, unless test patches of coatings exhibit acceptable bonding characteristics and not outgassing as prescribed herein or the repair mortar manufacturer certifies acceptable topcoating parameters ' C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents lll-97 236-1896-113 (01/04) November 2013 D�v�s�on 7 � I I 7-05.3(6)I Protective Coating Material Raven Lining Systems' 405 epoxy coatmg system — a 100 percent solids, solventless two-component epoxy resin system thixotropic in nature and filled with select fdlers to mirnmize permeabdity and provide sag resistance acceptable to these Specifications • Product Type Amine Cured Epoxy • Color Light Blue • Solids Content (volume percent) 100 • Mix Ratio 3 1 • Compressive Strength 18,000 psi • Tensile Strength, psi 7,600 psi • Tensde Elongation, percent 1 5 • Flexural Modulus, psi 13,000 psi • Hardness, Type D 88 7-05.3(6)J Appl�cation of Materials Repair mortar applicators should be trained to properly apply the cementitious mortar according to manufacturer's recommendations Protective coating must be applied by a certified applicator of the protective coating manufacturer and according to manufacturer specifications Any active flows shall be dammed, plugged, or diverted as required to ensure that the liquid flow is mamtained below the surfaces to be coated Flows should be totally plugged and/or diverted when coating the invert All extraneous flows into the manhole, or vaults at or above the area coated shall be plugged and/or diverted untd the epoxy has set hard to the touch As an option, hot air may be added to the manhole to accelerate set t�me of the coating Installation of the protective coating shall not commence untd the concrete substrate has properly cured in accordance with these Specifications Temperature of the surface to be coated should be maintained between 40 degrees F and 120 degrees F during application Prior to and during application, care should be taken to avoid exposure of direct sunlight or other intense heat source to the structure being coated Where varymg surface temperatures do ex�st, care should be taken to apply the coating when the temperature is fallmg versus rising (i e, late afternoon mto evening vs morning into afternoon) All concrete or mortar that is not sound or has been damaged by chemical exposure shall be removed to a sound concrete surface All contammants including ods, grease, incompatible existing coatings, waxes, form release, curing compounds, efflorescence, sealers, salts, or other contaminants shall be removed Surface preparation method(s) should be based upon the conditions of the substrate, service environment, and the requirements of the epoxy protective coatmg to be applied All surfaces shall be repaired as required by the epoxy protective coatmg system in the mtended service condition Ciry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents lll-98 236-1896-113 (01/04) ' November 2013 D�v�s�on 7 ' � � ' , , ' ' 1__J , � 1 ' � Surfaces to receive protective coating shall be cleaned and abraded to produce a sound surface with adequate profde and porosity to provide a strong bond befinreen the protective coating and the substrate Generally, this can be achieved with a high pressure water cleaning usmg equipment capable of 5,000 psi at 4 gpm Other methods such as high pressure water �etting (refer to NACE Standard No 5/SSPC-SP12), abrasive blasting, shotblasting, grinding, scarifying, or acid etching may also be used Detergent water cleaning and hot water blasting may be necessary to remove ods, grease, or other hydrocarbon residues from the concrete Whichever method(s) are used, they shall be performed m a manner that provides a uniform, sound clean neutralized surface that is not excessively damaged A mild chlorine solution may be used to neutralize the surface to dimmish microbiological bacteria growth prior to fmal rinse and coating Infiltration shall be stopped by using a material that is compatible with the specified repair mortar and is suitable for topcoating with the specified epoxy protective coatmg Test prepared surfaces after cleaning, but prior to application of the epoxy coating to determine if a specific pH or moisture content of the concrete is required accordmg to manufacturer's recommendations The area between the manhole and the manhole nng, and any other area that might exhibit movement or cracking due to expansion and contraction, shall be grouted with a flexible or elastomeric grout or gel Castmgs can be abrasive blasted and coated to prevent corrosion if desired All surfaces should be inspected by the Inspector during and after preparation, and before the repair mortar is applied Areas where structural steel has been exposed or removed shall be repaired in accordance with the Engineer's recommendations Repair materials shall meet the Specifications herein The materials shall be trowel or spray applied utdizing proper equipment on to specified surFaces The material thickness shall be specified by the Engineer according to Owner's requirements and manufacturer's recommendations If using approved cementitious repair mate�ials, such shall be trowelled to provide a smooth � surface with an average profile equivalent to coarse sandpaper to optimally receive the protective coating No bugholes or honeycomb surFaces should remain after the final trowel procedure of the repair mortar � , , tI The repair materials shall be permitted to cure accordmg to manufacturer recommendations Curing compounds should not be used unless approved for compatibdity with the specified protective coating Appiication of the repair materials, if not performed by the coatmg certified applicator, should be inspected by the protective coating certified applicator to ensure proper finishing for suitability to receive the specified coating City of Bremerton 236-1896-113 (O7/04) Wash�ngton Avenue Sewer lmprovements lll-99 November 2013 Contract Documents Divis�on 7 ' After abrasive blast and leak repair is perFormed, all surfaces shall be inspected for remaining laitance prior to protective coating application Any evidence of remairnng contamination or laitance shall be removed by additional abrasive blast, shotblast, or other approved method if repair materials are used, refer to these Specifications for surface preparation Areas to be coated must also be prepared in accordance with these Specifications after receiving a cementitious repair mortar and prior to application of the epoxy coating ' All surFaces should be inspected during and after preparation, and before the protective coating is applied 7-05.3(6)K Application of Protective Coating Specified surfaces shall be coated by spray application of a moisture tolerant, solventless, 100 percent solids, self-priming epoxy protective coatmg as further described herein Spray application will be allowed to minimum and average wet film thickness of 125 mds Airless spray application equipment approved by the coating manufacturer shall be used to apply each coat of the protective coating to avoid any potential contammation from compressed air oil which may encourage inter-coat delamination Air assisted spray application equipment may be acceptable, especially for thinner coats (<10 mds), only if the air source is filtered to completely remove all od and water If necessary, subsequent topcoating or additional coats of the protective coating should occur as soon as the basecoat becomes tack free, ideally within 12 hours, but no later than 24 hours after the prior coat has been applied at 75 degrees F unless additional prior coat surface preparation is performed The protective coating manufacturer must be consulted for any additional-coat surface preparation guidelines, if necessary 7-05.3(6)L Testing and Inspect�on Durmg application, a wet film thickness gauge, such as those avadable through Paul N Gardner Company, Inc meeting ASTM D4414 Standard Practice for Measurement of Wet Fdm Thickness of Orgarnc Coatings by Notched Gages, shall be used to ensure a monolithic coating and uniform thickness durmg application Measurement of bond strength of the protective coating to the substrate can be measured in accordance with ASTM D4541 Any areas detected to have inadequate bond strength shall be evaluated by the Engineer Further bond tests may be performed m that area to determine the extent of potentially deficient bonded area and repairs shall be made by applicator in strict accordance with manufacturer's recommendations Ciry of Bremerton Wash►ngton Avenue Sewer Improvements Con[ract Documents ll1-100 236-1896-113 (01/04) ' November 2013 Division 7 ' � � 7-05.4 Measurement ' , �****..� Section 7-05 4 is replaced with the following Catch basins and sanitary sewer manholes shall be measured per each Excavation, bedding material, and all backfdl with crushed surfacing top course material to ' the bottom of the surface restoration section as shown on the Plans will not be measured for payment and shall be considered incidental to and included in the catch basm and sewer manhole bid items ' , , "Sarntary Sewer Manhole Lining" wdl be measured per each manhole 7-05 5 Payment �***«:*� Section 7-05 5 is replaced with the followmg "Catch Basin, Type 1", per each All costs associated with furnishing and installing the complete structure, frame and , grate/solid frame and cover/frame, excavation, backfill with crushed surfacing top course, foundation matenal, compaction, ad�ustment to final grade, testing, and clearnng shall be included in the unit contract price for the item mstalled Connecting new and existing pipes � to the new structure shall be considered incidental to the bid item "Manhole In Diam , Shallow", per each ' , L� I ' � All costs associated with furrnshing and installing the complete structure, solid frame and cover, sand collars, excavation, trench backfill with crushed surfacing top course, foundation material, compaction, ad�ustment to final grade, testing, and cleanmg shall be included in the urnt contract price for the item instafled Connecting new and existing pipes to the new structure shall be considered incidental to the bid item "Manhole In Diam , Type 2", per each All costs associated with furnishing and installmg the complete structure, solid frame and cover, sand collars, excavation, trench backfill with crushed surfacing top course, foundation material, compaction, ad�ustment to final grade, testing, and cleaning shall be included in the unit contract price for the item mstalled Connecting new and existmg pipes to the new structure shall be considered incidental to the bid item "Sanitary Sewer Manhole Lirnng", per each , All costs associated with completmg sanitary sewer manhole lirnng, including furnishing all equipment, tools, material, and labor shall be included in the unit price in the Proposal Work including but not limited to, manhole cleaning, making manhole watertight, sealing manhole ' shelf, channeling, and vacuum testing shall be considered incidental to "Sarntary Sewer Manhole Lining", and no additional compensation wdl be made ' City of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements ll1-101 November 2013 Contract Documents D�ws�on 7 � 7-08 7-08.2 GENERAL PIPE INSTALLATION REQUIREMENTS Materials �:****.� Section 7-08 2 is replaced with the following Bedding materials shall be crushed surFacing top course (CSTC) per Section 9-03 9(3) of the Standard Specifications Imported trench backfdl shall be crushed surfacmg top course (CSTC) per Section 9-03 9(3) of the Standard Specifications Trench Foundation material shall be foundation matenal, Class B, per Section 9-03 17, or permeable ballast per Section 9-03 9(2) of the Standard Specifications Trench backfill at sarntary sewer/potable water crossmgs and at sanrtary sewer/stormwater culvert crossings shall be Controlled Density Fdl per Standard Spec�cation Section 2-09 3(1) where specified on the Plans or as directed by the City 7-08.3 Construction Requ�rements �«*****� Section 7-08 3 is supplemented with the following All trench backfill shall be imported crushed surfacmg top course material Reuse of native material as backfdl wdl be allowed only as directed by the Owner and a credit applied back to the Owner for the volume of crushed surfacing top course material not used at the Proposal bid item price for roadway work Pipe shall be installed per the typical trench detads on the Plans When directed by the Engineer or City Construction Inspector, unsuitable pipe foundation material shall be removed from the trench subgrade and replaced Excess or surplus trench excavation material shall be disposed at a site provided by the Contractor Installation of water service lines shall include locator wire buried along the entire length of the pipe Locator wire shall be UL listed, type UF, 14-gauge copper taped to the top of the pipe to prevent movement during backfdling The wire shall be laid loosely enough to prevent stretching and damage Locator wire shall be accessible in each meter box All spl�ces m the locator wire shall be made using a 3M direct bury splice kit, model DBY The kit shall be installed per the manufacturer specifications The wires shall be tied in a knot 6 to 8 inches from the splice Locator wire shall be tested prior to acceptance of the pipe system A written notice from the Contractor to the City finro days pnor to the test is required Locator w�re shall be furnished and mstalled by the Contractor C�ry of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements ll1-102 November 2013 Contract Documents D�vis�on 7 , ' 1 7-08 3( ) / 7-08 3(1)A Excavation and Preparation of Trench Trenches �.**:*�� , Section 7-08 3(1)A is supplemented with the following Where unsuitable material, as determmed by the Engineer, is encountered in the trench ' subgrade below that elevation reqwred for the mstallation of the pipe bedding, it shall be removed to the depth specified by the Engineer Material to replace unsuitable material thus removed from the trench shall be compacted Foundation Material � Material removed from the trench shall be hauled to a waste or stockpde site All excavated matenal shall be loaded directly into trucks and hauled to a disposal site ' obtained by the Contractor and acceptable to the Owner's Representative Stockpding of unsuitable material at the pro�ect site wdl not be allowed ' � � ' L J � �***.*.� Add the following new section 7-08.3(1)D Trench Dewatering (NEW SECTION) All Trench Dewatering work associated with maintaining an excavation or trench suitable for structure installation and pipeline construction will be included m the per linear foot price of the utility being installed Trench Dewatering is defined as dewatering methods occurrmg in or directly ad�acent to the trench, including trash pumps, sump pumps, or other methods in the excavated areas Discharge Location All water pumped from the trench for trench dewatering shall at a minimum be filtered through a Dandy Dewatering Bag� prior to discharge to the stormwater system The discharge locations(s) shall be identified in the Contractor's dewatering submittal for the Engineer's review as specified herein Disposal of water shall be perFormed in such a matter as wdl cause no inconvenience whatsoever to the City or to others engaged in work about the site The Contractor shall use sediment control methods, as required, at discharge points near , property lines to prevent silt and sediment from migratmg off-site Additional sediment control methods can include but are not limited to baker tank, sdtation ponds, fdter fences, screens, and other methods as required and approved by the Owner ' 7-08.3(3) Backfilling �**:::.� / Section 7-08 3(3) is supplemented with the following Backfdlmg and surFace restoration shall closely follow the installation of pipe, so that not ' more than 150 feet is left of the trench open at any time during construction without approval of the City When public safety concerns exist, the City may require more stringent ' C�ty of Bremerton 236-1896-113 (O1/04) Washington Avenue Sewer Improvements ll1-703 November 2013 Contract Documents D�v�s�on 7 � � backfilling standards Selected bedding material shall be placed and compacted around and under the reclaimed water mains and water mains by hand tools to a height of 6 inches above the top of the pipe The remaining backfill shall be compacted to 95 percent of the maximum density in the roadway prism, to 90 percent outside the roadway prism, and shall be satisfactorily demonstrated to the District by density tests per the WSDOT/APWA Standard Spec►�cations for Road, Bridge, and Munic�pal Construct�on Approved native trench backfdl may be used where trenches are excavated outside of existing paved streets �.*:**.� Add the following new section 7-08.3(3)A Vertical Clearance Between Utility Lines (NEW SECTION) Where the vertical clearance between ad�acent storm drainage lines, water, or sanitary sewer lines is 2 to 6 inches, an ethylene vinyl acetate pad, Rubatex Laboratories R-5010-A, or an approved equal, is required The pad shall be 3 feet by 3 feet by 2 5 inches mmimum, and placed between the new utility pipe and the other utility pipe All costs necessary to furnish and install the pad shall be considered incidental to pipe laying 7-08.3(4) Plugging Existing Pipe �..**.*� Replace Section 7-08 3(4) with the following Whenever a section of existing pipe is cut, it shall be drained and plugged with concrete or cementitious grout in accordance with the pipe plug detail to ensure no water or debris can enter the abandoned pipe CI and DI pipe ends shall be capped with an MJ cap Plugging existing pipe is considered incidental to all other work 7-08.4 Measurement �..*..*� The first, second, and fourth paragraphs of Section 7-08 4 are replaced with the following No measurement shall be made for protecting of existmg utilities and services, trench excavation, disposal of excavated material, imported pipe zone bedding and trench backfill material, and compaction of backfill Depth of trench backfill material shall be measured to the bottom of the limits of the surface restoration section as shown on the Plans Measurement for pipe will be by the linear foot of pipe laid and successfully tested and shall be along the centerlme of the pipe through fittmgs Measurements will be from the inside face of structures or manholes not channeled or to the end pipe where it dead-ends beyond manholes Measurement will be to the nearest foot C�ty of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer Improvements ll1-104 November 2013 Contract Documents Division 7 , � � , �f� ' f-J � �� J II � , ' ' � I I � ' ' No measurement will be made for bedding material and trench excavation including haul and crushed surFacing top course material backfdl, except for foundation matenal and extra excavation All costs shall be included in the unit price for the pipe Measurement of "Unsuitable Pipe Foundation Excavation Incl Haul" will be measured by the , cubic yard in place of material actually removed Because the amount of such excavation is unknown, a quantity has been arbitrarily selected to provide a common bid base The unit price submitted shall be used for all such excavation Material that must be excavated ' during trenching activity or to perform other work as described in the Plans and these Special Provisions, regardless of the nature of the material, shall not be considered as unsuitable pipe foundation excavation Additional material excavated as directed by the ' Engineer, to provide a stable subgrade for the pipe foundation, shall be measured as "Unsuitable Pipe Foundation Excavation Incl Haul" , Measurement for "CDF Backfill" wdl be per cubic yard placed Plugging and removmg existing pipe is not measured ' No separate measurement for payment will be made for Trench Dewatering used in con�unction with this proJect, but instead all costs shall be mcluded in the unit cost of the utdity or structure bemg mstalled ' 7-08.5 Payment , i ' ' � C � I�I �� ' ' �:..***� Section 7-08 5 is supplemented with the following "Unsuitable Pipe Foundation Excavation Incl Haul", per cubic yard The urnt bid pnce in the Proposal for "Unsu�table Pipe Foundation Excavation Incl Haul" shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to remove, load, haul, and dispose of the unsuitable material off-site at a Contractor obtained legal disposai site The unit bid price shall also include all costs associated with furnishing, installing, haulmg, placing, and compacting the material specified to replace the unsuitable material and furnishing, hauling and placing geotextile material as specified in the Plans "CDF Backfill", per cubic yard The unit cost in the Proposal for "CDF Backfill" shall be total payment for the difference in costs for all labor, tools, equipment, and materials necessary to install CDF Backfill in lieu of beddmg and/or backfdl material Plugging and/or capping and removing existing pipe is considered inadental to the work ' C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documents ll1-105 236-1896-113 (01/04) November 2013 D�v�s�on 7 ' a 7-09 WATER MAINS 7-091 Description �*...:*� Section 7-09 1 is replaced with the following This work consists of mstalling water mains, services, valves, fire hydrants, and other connections to existing water mains at the locations shown on the Plans 7-09.2 Materials �*:::**� � Section 7-09 2 is supplemented with the following Trench backfill and pipe bedding shall be as specified m Section 7-08 All water main pipe shall be Class 52 Ductile Iron as shown on the Plans and shall meet all requirements specified All ductde iron pipe and fittings shall have restramed �oints in accordance with Sections 9-30 1(1) and 9-30 2(6) Materials shall meet the requirements of the following sections • Ductde Iron Pipe and Fittings Sections 9-30 1(1), 9-30 2(1), 9-30 2(6) o Gate Valves Sections 7-12 2, 9-30 3(1) • Valve Boxes Section 9-30 3(5) e Fire Hydrants Section 7-14 2 Valve Marker Post Valve marker post shall be equal to Fog Tite Meter Seal Company Paint with two coats of Rust-Oleum high gloss white paint Paint distance from the valve marker to the valve on the post with black enamel paint Valve marker post to be used for all mainline valves outside paved areas 7-09 3 Construction Requirements �::****� Section 7-09 3 is supplemented with the following All mechanical �omt fittings shall be restrained with Megalug Series 1100 as manufactured by EBAA Iron or approved equivalent C►ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents 111-106 t ' � � �� L� � � ' ' , 236-1896-113 (O1/04) ' November 2013 D�ws�on 7 ' ' ' ' � ' � � � , ' �� Contractor shall comply with construction requirements of Sections 7-05, 7-08, and 7-12, and as modified below Installation of water mains and service lines shall include locator wire buried along the entire length of the pipe Locator wire to be 14 gauge and shall be connected to a bolt on each aboveground hydrant flange with 6 inches of slack at the end for connecting the locator device Locator wire to be run to 12 inches aboveground at each meter, blow off, and air/vacuum valve All splices in the locator wire shall be made using a 3M direct bury splice kit, Model DBY The kit shall be installed per the manufacturer specifications The wires shall be tied in a knot 6 to 8 inches from the splice Flange Installation Flange connections shall be installed in accordance with the Manufacturer's recommended procedure MJ Adapters and flanges shall be centered and aligned to the mating component before assembling and tightening bolts In no case shall flange bolts be used to draw the connection into alignment Bolt threads shall be lubricated, and flat washers should be used under the nuts Bolts shall be evenly tightened with torque wrench according to the tightening pattern and torque step recommendations of the Manufacturer At least 1 hour after initial assembly, flange connections shall be retightened following the tightening pattern and torque step recommendations of the Manufacturer The final tightening torque shall be as recommended by the Manufacturer Pipe Handling When lifting with slings, only wide fabric choker slmgs capable of safely carrying the load shall be used to lift, move, or lower pipe and fittmgs Wire rope and chain are prohibited Slings shall be of sufficient capacity for the load and shall be mspected before use Worn or damaged equipment shall not be used When runnmg parallel, water lines shall have a minimum separation of 4 feet horizontal from any reclaimed water lines or sanitary sewer lines Whether running parallel or crossing, reclaimed water lines shall be installed a minimum of 18 inches above reclaimed water lines and 18 inches above sanitary sewer Imes Where minimum separation cannot be achieved, special construction requirements are required as shown on the Plan Drawings Contractor shall bulkhead CDF with concrete blocks or bricks to prevent intrusion of trench backfdl material and to achieve the dimensional requirements of the concrete encasement ' 7-09.3(7) Trench Excavation � ' �I, � � �..::►..� Section 7-09 3(7) is supplemented with the following Trenches shall be excavated to the line and depth shown on the Plan Drawings A minimum of 36 inches of cover over the pipe, unless otherwise shown on the Contract Drawmgs is required Except for unusual circumstances where approved by the City, the trench sides shall be excavated vertically and the trench width shall be excavated only to such widths as are necessary for adequate working space in conformance with WSDOT Section 2-09 4 The trench shall be kept free from water untd Jointing is complete Surface water shall be diverted so as not to enter the trench The Contractor shall mamtam sufficient pumping equipment on the �ob to msure that these provisions are carried out Gravel required in the bottom of the trench due to action of weather or workmen shall be furnished by the Contractor without expense to the City , Crry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents ll1-107 236-1896-113 (01/04) November 2013 D�ws�on 7 ' 7-09 3(19) Connections 7-09 3(19)A Connections to Existing Mains �...**�� Section 7-09 3(19)A is supplemented with the following The Contractor shall field verify all existing piping, dimensions, and elevations to ensure proper fit to any connections being made to existing mains A representative from the City shall be present for any connection to the City water system Connections may be made to existing pipes under pressure with the use of a tapping machine The size and type of pipe must be determined Then the appropriate sized stainless steel tapping sleeve complete with tapping gate valve may be installed Where cut-ins are permitted or shown on the plan drawings to be made in existing pipes, the work shall be conducted at such a time and in such a manner as to mirnmize the interruption of service The City must approve cut-m time Necessary pipe, fittings and gate valves shall be assembled at the site ready for installat�on prior to the shutting-off of water in the existmg main Once the water has been shut off, the work shall be prosecuted vigorously and shall not be halted until the line is restored to service Unless specifically provided for elsewhere in these specifications, the Contractor shall have the responsibility of giving at least 5 days' notice to the City Inspector of intention to disrupt service 7-09.3(21) Concrete Thrust Blocking �**:***� Section 7-09 3(21) is supplemented with the following Bends, tees, dead ends, and crosses shall have restramed �oints Where shown on the plans or where determined by the Engmeer, water mains and appurtenances prior to hydrostatic testing shall be thrust blocked at fittings with unbalanced thrust Thrust blocks shall be allowed a minimum of seventy-finro (72) hours curing time prior to hydrostatic tests 7-09.3(23) Hydrostatic Pressure Test �*.:.�#� Section 7-09 3(23) is supplemented with the following The Contractor, prior to testing and disinfection, shall submit to the Engmeer for his approval a schedule of events detading methods and procedures to be used in testing and disinfection of all water mains and appurtenances Testing pressures shall be in accordance with the followmg schedule Piae Class Location 52 Entire Pro�ect C�ry of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents ll1-108 Min. Pressure 250 psi 236-1896-113 (01/04) ' November 2013 Division 7 � � ��, ' � The Contractor wdl install test flanges where valve location or type is not suitable for the recommended test pressures To fdl the main for pressure testing, the Contractor shall install a backflow prevention device, obtained from the City per Section 2-07 1, onto the existing system With this backflow device, the Contractor wdl be allowed to connect to a hydrant, blowoff, or other appurtenance of the existmg main, as required to perform the pressure testing ' Hydrostatic pressure testing against closed butterfly or resilient seat/wedge gate valves will not be permitted The Contractor shall provide and install all temporary blocking, blowoffs, plugs, caps, and other equipment and labor necessary to conduct these tests ' ' ' 7-09.3(23)A Testing Extensions From Ex�sting Mains �******� Section 7-09 3(23)A is supplemented with the following Dunng construction, new water mains will be kept separated from the existing system A connection can be made from City water mams to supply water for in�ial filling, pressure testing, flushing, and disinfection Untd satisfactory flushing, disinfection, and bacteriological samplmg have been completed, the new water mam must be handled as if d were contaminated ' 7-09.3(24) Disinfection of Water Mains 7-09.3(24)A Flush�ng � , � 1 ' ' ' �.****.� Section 7-09 3(24)A �s supplemented with the following The Contractor shall neutralize heavily chlorinated water prior to disposal Chlorine residual of water bemg disposed wdl be neutralized by treating with one of the chemicals listed in the table below Pounds of Chemicals Required to Neutralize Var�ous Residual Chlor�ne Concentrations in 100,000 Gallons of Water* Residual Chlonne Sulfur Sodwm Sodium Sodium Concentration Dioxide Bisulfate Sulfate Thiosulfate Ascorbic Ac�d 1 08 12 14 2 17 25 29 10 83 125 146 50 41 7 62 6 73 0 12 22 24 44 120 220 60 0 110 1 *Except for residual chlorine concentration, all amounts are in pounds To fill the main for flushing the Contractor shall provide and install a backflow prevention ' device (approved by the Engineer) onto the existing system With this backflow device, the Contractor will be allowed to connect to a hydrant, blowoff, or other appurtenance of the existing main, as required to perForm the flushing � C�ty of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer lmprovements Il1-109 November 2013 Contract Documents D�v�s�on 7 ❑ � The Contractor shall be responsible for providing and installing temporary fittings and appurtenances to provide a main flushing velocity of 2 5 feet per second The Contractor shall not use flushing in lieu of disinfection to remedy faded disinfection tests If, in the Engineer's opirnon, flushing is excessive, charges may be levied agamst the Contractor These charges wdl be based on the City's commercial rates Clearing the Main of Heavily Chlorinated Water After the applicable retention period, heavdy chlorinated water should not remain in prolonged contact with pipe In order to prevent damage to the pipe lirnng or corrosion damage to the pipe itself, the heavdy chlorinated water shall be flushed from the main untd chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system or is acceptable for domestic use 7-09 3(24)N Final Flushing and Testing �**.*:.� Replace the last sentence of the third paragraph of Section 7-09 3(24)N with the followmg All water lines and appurtenances shall be dismfected and pressure tested at the Contractor's expense in accordance w�th AVWVA C601-68 and D105-80, Section 711 3 of these Specifications, and requirements of DOH Dismfected lines shall be flushed with water from the City's system and samples collected by Crty personnel from all mains for bactenological testmg Copies of the test results wdl be retained by the City If test results are not satisfactory, lines wdl again be disinfected, flushed and tested, noting the requirements of Section 1-05 6, untd finro consecutive satisfactory series of samples are obtained Bactenological testing must satisfy DOH cnteria pnor to acceptance and utdization of new water facdities The Contractor shall notify the City 48 hours in advance of required sampling so that arrangements may be made 7-09.4 Nieasurement �****.*� Section 7-09 4 is supplemented with the following Measurement for "D I Pipe (Restrained Joint) for Water Main, linear foot 7-09.5 Payment �*.*.**� Section 7-09 5 is supplemented with the following ' 1 ' 1 ' ,� � � � � � In Diam " shall be per � ' "D I Pipe (Restrained Joint) for Water Main, _ In Diam " per linear foot The urnt contract price per linear foot for each size and kmd of "D I Pipe (Restrained Joint) for Water Main, In Diam ", shall be full pay for all work to complete the installat�on of the water mam including, but not limited to, saw cutting, removal of existmg improvements regardless of material, trench dewatering, trench excavation, including any haul or disposal, laying and �omting pipe, ethylene vinyl acetate pad locator wire, fittings, connecting to existing mains, �oint restraints, bedding, backfilling with crushed surfacing top course, concrete thrust blockmg, testing, flushing the pipeline, and cleanup C�ty of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents ll1-110 , ' � 236-1896-113(O1/04) � November 2013 D�v�sion 7 � � � 7-12 ' 7-12.2 VALVES FOR WATER MAINS Materials �:****.� ' Section 7-12 2 is supplemented by adding the following System valves 2 inches to 10 mches shall be gate valves and shall be resdient wedge non- ' nsing stem (NRS) with finro internal O-rmg stem seals Valve ends shall be mecharncal �oint or ANSI flanges Valves shall conform to AVWVA 509 or C515 Gate valves shall be Mueller, MBH, Kennedy, Clow R/W, or Waterous Series 500 Gate valves smaller than 2 inches shall ' be all U S Brass only and shall be manufactured by Mueller, Ford, McDonald, Jones, Jenkins, or equal Valve Marker Post Valve marker post shall be equal to Fog Tite Meter Seal Company Paint ' with two coats of Rust-Oleum high gloss white paint Paint distance from the valve marker to the valve on the post with black enamel pamt Valve marker post to be used for all mainline valves outside paved areas �I � ' L_J , � � � � � 2-In Blow-off Assembly shall be as specified on the City Standard Detail No 5201 1-In Air and Vacuum Release Valve Assembly shall be as specified on the City Standard Detail No 6128 7-12.3 Construction Requirements �.*****� Section 7-12 3 is supplemented by adding the followmg Iron piping and fittings shall be galvanized Location of the air release valves as shown on the Plans is approximate The mstallation shall be set at the high point of the line Water line must be constructed so the air release valve may be installed in a convenient location The galvanized iron pipe, valves and fittings shall be threaded Jomts shall be made up in accordance with good plumbing practice Threads shall be coated with Teflon paste before connecting Gate valves shall be set m the ground vertically and shall be opened and shut under pressure to check operation and, at the same time, show no leakage Valve boxes shall be installed vertically and shall set flush in pavement and in gravel roads In other areas the tops shall be set 1 inch above ground The lid is to be installed with the lid tabs pointmg in the direction of the water main 7-12.4 Measurement �*.�***� Section 7-12 4 is supplemented by adding the following Measurement for "2 In Blowoff Assembly" will be per each ' C�ry of Bremerion Wash�ngton Avenue Sewer lmprovements Contract Documents ll1-111 236-1896-113 (01/04) November 2013 D�ws�on 7 ' "1 in Air and Vacuum Release Valve Assembly" shall be measured per each and include the entire length of the assembly from the connection to the LPS to the air release structure 7-12.5 Payment �**:.::*� Section 7-12 5 is supplemented with the following No measurement for payment shall be made for gate valves included in water and sewer assembly bid items This includes the gate valve in the hydrant assemblies "2 In Blowoff Assembly", per each The unit contract price shall be full pay for all equipment, labor, and materials required to furnish and install the valve assembly complete m place including, but not limited to, connection to main, disinfecting, valve box, vault, blocking, trench backfill, excavation, pipe bedding, ad�ustment to final grade, testing, and all associated fittings "1 In Air and Vacuum Release Valve Assembly", per each The unit contract price shall be full pay for all equipment, labor, and materiais required to furnish and install the valve assembly complete in place including, but not limited to, excavating, backfilling, laymg and �ointing pipe, tapping the main, pipe and fittings, gate valve, odor control module, basin, cover, and cleanup 7-14 HYDRANTS 7-14.2 Materials �***�:*� Section 7-14 2 is supplemented with the following All materials for the new fire hydrant assemblies shall conform to the City Standard Detail No 5081 Hydrants shall be dry barrel type and conform to ANSI/AVWVA C502 and shall be equivalent to the M&H 929 or Mueller Centurion Hydrants shall have a minimum 5 25-inch main valve opening, finro 2 5-inch outlets, and a 5-mch steamer/pumper port, such outlets and port shall have national standard threads ` The steamer/pumper port shall mclude a 5 25-inch Red Head AWG STORZ adaptor A setscrew shall be provided through the NST portion of the adaptor Hydrants shall be traffic type with break flange and stem coupling O-rmg stem seals shall be provided 7-14 3 7-14.3(1) Construction Requirements Setting Hydrants �****#*� Section 7-14 3(1) is supplemented with the following Fire hydrants shall be set as shown m the Standard Details with a 3-foot level area around the hydrant The tee on the main line shall have a standard thrust block Hydrants above C�ty of Bremerton 236-1896-113 (07/04) Washmgton Avenue Sewer Improvements 111-112 November 2013 Contract Documents D�wsion 7 � ' ' � ' , 1 , � �, ground shall be painted with paint equal to Ben�amin Moore & Co Industrial Coatings, M22 Urethane Alkyd Gloss Enamei, Safety Yellow 15 Tops to be painted according to the Kitsap County Fire Flow Ordinance Above 1,500 GPM Safety Blue 35 The Contractor shall cover the fire hydrant with a plastic garbage bag until approved for service by the City Fire hydrant guard posts shall be installed around the fire hydrants as directed by the City 7-14.4 Measurement �*.***:� Section 7-14 4 is supplemented with the following "Hydrant Assembly", shall be measured per each No separate measurement for payment will be made for the Class 52 ductde iron pipe for water mam 6-inch diameter, hydrant auxdiary valve and assoc�ated thrust blocking and �oint restraint No measurement will be made for excavation, bedding, or backfill 7-14.5 Payment �****:�*� Section 7-14 5 is replaced with the following "Hydrant Assembiy", per each ' The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to remove and salvage where indicated on the Drawings or dispose of at a Contractor-selected site existing hydrant, furrnsh and install fire hydrant assemblies, includmg all costs for excavation, backfill � with crushed surfacing top course, Class 52 ductde iron pipe for water main 6 in diam , auxiliary gate valve, Storz coupling, concrete blocks, gravel, pamting, testing, and disinfection required for the complete installation of the hydrant assembly as specified by the City ' 7-15 7-15.1 ' �I ' , SERVICE CONNECTIONS Description �*.*�*:� Section 7-15 1 is supplemented w�th the followmg This work shall include construction of water service connections and stubs conformmg to the City Standard Details 5001 and 5002 and as modified in the Contract Plan Drawings The work involves connecting to the main and installing service Imes The Contractor shall connect the new water service line to an existing angle meter valve No splrces of any kind will be allowed in the service line between the water main and the angle meter valve The service line must be one continuous piece ' C�ty of Bremerton Washing[on Avenue Sewer lmprovements Contract Documents ll1-113 236-1896-113 (01/04) November 2013 D�wsron 7 1 7-15.2 Materials �***:##� Section 7-15 2 is supplemented with the following Service connection materials shall be as specified on the City Standard Details 5001 and 5002 7-15.3 Construction Requirements �**.:#*� Supplement Section 7-15 3 with the following Replace all existing water services with new services in accordance with the water detads in the Plans The location of existing water meter boxes are shown on the Plans Where the current service line is 1-mch or smaller, the new service line shall be 1-mch Where the current service line is 1-1/2-inch or 2-inch, the new service line shall be 2-inch Provide and mstall fittings m the meter box per the standard detad to transition to the meter and private service line Some private service lines may be galvarnzed steel New service lines shall be contmuous with no couplings from the main to the meter Install additional water services as directed by the City, to be paid at the unit bid item cost The water service outage to mstail the new service pipe service line shall be coordinated with the pnvate property owner to mmimize the impact to the resident/business For residents, coordmate the outage to occur dunng low water usage hours, such as during the middle of the day For businesses, coordinate the outage to occur during hours when the business is closed or impact is mirnmized Outages shall not exceed 4 hours The residentJbusiness and City staff shali be notified mmimum 24 to 48 hours prior to the outage Table 7-1 lists the known water meters to receive new service pipes including address, meter size, and name of payer C�ry of Bremenon Washmgton Avenue Sewer Improvements Con[ract Documen[s 111-114 236-1896-113 (Ol/04) ' November 2013 D�ws�on 7 ' ' ' ' ' ' ' ' � , , ' ' ' ' ' ' � Table 7-1 Water Serv�ce Line Summa Table Service Address Meter S�ze Owner Name 916 3/4" or 5/8" Adams, Katherme & Michael 912 3/4" or 5/8" Meckstroth, Charles 902 3/4" or 5/8" NJ Naylor Investments #10 Highland Ave 1129 3/4" or 5/8" Masu, Rawan 1127 3/4" or 5/8" Wood, Cornelia 1126 1" Highland Ave Partnership 1123 3/4" or 5/8" Lee, Norman 1121 3/4" or 5/8" Unknown 1120 3/4" or 5/8" Forester, William & Rita 1116 3/4" or 5/8" Laurie, Anna 1109 3/4" or 5/8" Napierkowski, Joyce 1110 3/4" or 5/8" Amy Burnett & Earl Sande 1108 3/4" or 5/8" Monterey LLC 1102 3/4" or 5/8" Monterey LLC 958 3/4" or 5/8" Linder, Darrin & Laura 951 3/4" or 5/8" Supit, Hans & Peggy 952 1" Weber, James L 11th St Place 304*** — — 114 3/4" or 5/8" Monterey LLC 110 3/4" or 5/8" Monterey LLC 13th St 301 — — Park Ave 1318 3/4" or 5/8" Seaside Church 1400 2" Parks Department Evergreen Park 1400 1 5" Parks Department Evergreen Park Sheldon Blvd 510 1 5" Parks Department Evergreen Park 512 2" � Parks Department Evergreen Park 1217 3/4" or 5/8" Park Place Development LLC McKenzie 1223 3/4" or 5/8" Cruver, Kyle & Cynthia 7-15.3(1) Fiushing and D�sinfection �**.:.:#� Replace Section 7-15 3(1) with the followmg All service pipe and appurtenances shall be disinfected prior to connection to the existing meter Service lines may be connected to the water main prior to water main disinfection and disinfected with the water main In this case, angle meter valves shall be mstalled on 1 City of Bremerton Washington Avenue Sewer Improvements Contract Documents ll1-115 236-1896-113 (Ol/04) November 2013 D�v�s�on 7 , the ends of the service lines prior to disinfection and the lines shall be flushed after filling of the main to ensure the service lines are filled with chlorinated water After the main passes bacteriological testing and prior to connection to the meters, the service lines shall be flushed to remove chlorinated water If service lines are connected to the water main after disinfection and testing of the main, all service pipe and appurtenances shall be prechlonnated prior to installation After installation, the service connection shall be flushed prior to connecting to the meter 7-15.4 Measurement �*::..:� Section 7-15 4 is supplemented with the following "Single Service Connection _ In Diam ", shall be measured per each No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill, compaction, and ad�usting meter boxes to grade 7-15.5 Payment �*.«..:� Section 7-15 5 is supplemented with the followmg "Single Service Connection _ In Diam ", per each The unit contract price for "Single Service Connection _ In Diam " shall be full pay for all the work, materials, and labor to replace water service as shown on the Plans, including but not limited to, excavating, trench backfill, pipe beddmg, compaction, tapping the main, connecting to the existing angle meter valve, laying the pipe, moling or pipe bursting pipe, resetting the meter box, and any appurtenances required to make connections The meter box must be ad�usted to grade No payment shall be made for service lines with splices befinreen the water main and the angle meter valve The service line must contam one continuous piece 7-17 SANITARY SEWERS, 7-17.1 Description �*,�.:.*� Replace Section 7-17 1 with the following This work consists of constructing sanitary sewer lines m accordance with the Plans, these Specifications, the Standard Plans, and City of Bremerton standards C�ry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents ll1-116 236-1896-113 (01/04) � November 2013 D�vis�on 7 � � � 7-17.2 M i ater als � ' lI , ' II �' , , ��...�� Section 7-17 2 is supplemented with the following Gravity sarntary sewer pipe shall be ASTM D3034 SDR 35 PVC meetmg the requirements of Section 9-30 1(5)A or high density polyethylene meetmg the requirements of Section 9-05 23 of the Standard Specifications Contractor shall inspect and measure the interior ends of all individual PE gravity sewer pipe sections prior to mstallation to determine if the interior pipe diameter meets the manufacturer's specified dimensions Contractor shall cut pipe end to lengths that don't meet the manufacturer's specifications and discard No payment wdl be made for these wasted pipe end sections Low pressure sewer piping and materials shall be as specified m Section 9-05 23 for high- density polyethylene pipe 7-17.3 7-17.3(1) Construction Requirements Protection of Existing Sewerage Facilities �:*:�:*:.� Add the following new subsections to Section 7-17 3(1) 7-17.3(1)A Maintaining Sewer Service (NEW SECTION) The Contractor shall be responsible for bypass pumping or otherwise maintaining sanitary sewage flows No discharge of sanitary sewage to the storm drain system or environment shall be allowed sy The Contractor shall submit proposed plans for mamtaming sewage flow The plan shall ' mdicate the method of maintairnng service, the duration of the bypass if used, who the Contractor has designated to be responsible for the bypassing, and the redundancy provided for the bypassing Systems shall be designed to handle up to 200 gpm , ' ' ' , ' 7-17 3(1)B Maintain�ng Sewer Service of Laterals (NEW SECTION) The Contractor shall contact individual property owners to coordinate suspension of sewage flows during construction if required ��.*.�� Add the following new section 7-17.3(4) Low Pressure Sewer Valves (NEW SECTION) Isolation Valves All valves on low pressure sewer laterals up to 2 inches shall be PVC Schedule 80 threaded ball valves C�ty of Bremerton 236-1896-113 (01/04) Washmgton Avenue Sewer lmprovements ll1-117 November 2013 Contract Documents D�vis�on 7 , All valves up to 2-inches on low pressure sewer mains shall be bronze FIPT X FIPT ball valves with appropriate couplings All valves greater than 2 inches on low pressure sewer mains shall be resilient seat wedge gate valves Air and Vacuum Release Valves Piping and fittings shall be brass Air and vacuum release valves shall be Crispin US10B, or approved equal, with 1/4-mch operating orifice and operating range of 20 to 150 psi Air release valves and air/vacuum valves shall be located at the high points of the line Air release valves shall be fitted with Calgon SweetVent Odor Control Module (slip-on model) or approved equal Valves shall be located m non-vehicular traffic area Air release assembly shall be per COB Standard Detad #6128 �***.**� Add the following new section 7-17.3(3) Slip-Lining (NEW SECTION) General installation of the new 8-inch water main along Washington Avenue and all water services shall be complete and in service prior to start of the work All proposed construction methods and materials shall be approved by the Engineer before the start of construction Slip-Lining Details Required Submit details of the following to the Engineer for approval before beginning the slip-linmg construction 1 Piping, fittings, and service saddles 2 Method of slip-lining, including listed equipment by size, make, model, and manufacturer 3 Construction plan for access and pulling pits 4 A substitute design for any part of the system that must be changed as a result of the slip-linmg operation 5 Method for cutting the abandoned 8-inch cast iron water mam for accessing the 4-inch sewer pipe 6 Any structure that is required because of the particular method or procedure used by the Contractor Cleaning and Video Inspection Contractor shall clean and video mspect the 8-inch cast iron pipe in accordance with Section 7-17 3(2) to document existing condition and confirm the 4-inch PE sewer pipe can be installed without damaging or compromising the integnty of the 4-mch pipe Notify Engineer of any obstructions or conditions of the existing cast iron pipe that may prevent C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements ll1-118 November 2013 Contract Documents D�vis�on 7 , ' ' construction operations and provide recommendations of corrective action Additional cleaning or other work necessary to prepare the cast iron pipe shall be reimbursed through Force Account Access and Pulling Pits ' Locate all pits as shown on the Plans, unless otherwise approved by the Engineer Provide necessary shoring and traffic control measures during excavation and slip-lining construction work ' � � , Pipe Join�ng PE pipe and pipe �oirnng method shall be per WSDOT Section 9-05 23 Slip-Linmg Slip-Immg shall be accomplished by pullmg or pushing PE pipe into the abandoned water main by use of inechanical or hydraulic equipment Do not score or damage the PE pipe during the installation process Once in place, PE pipe shall be allowed to stabdize for at least 12 hours before making any connections Annular space between PE pipe and existing pipe shall be filled with grout Pressure test PE pipe per WSDOT Section 7-09 3(23) Test pressure shall be 50 psi Connect all service Imes after test has been performed and accepted by the Engineer ' 7-17 4 Measurement �� ' ' � ' �***.**� Section 7-17 4 is supplemented with the following "PVC Sanitary Sewer Pipe 8 In Diam ", "C900 PVC Sanitary Sewer Pipe 8 In Diam ", and "PE Sewer Pipe _ In Diam ", and "PE LPS Main 4 In Diam " shall be measured per Imear foot along the centerlme of the pipe through fittings and structures "Slip-Lining, 4 In Diam " shall be measured per linear foot along the centerline of the pipe through fittings and structures 7-17.5 Payment �.*****� Section 7-17 5 is supplemented with the following "PVC Sanitary Sewer Pipe 8 In Diam ", per linear foot The unit contract price for "PVC Sanitary Sewer Pipe 8 In Diam " shall be full pay for all ' work and materials necessary to furnish, haul, and assemble in place the complete pipe installation includmg trench excavation and dewatering, laying and �ointing pipe and fittmgs, placing and compacting pipe bedding and crushed surfacing top course trench backfdl ' materials, marking tape, pressure testing, removal, haul, and disposal of excavated material, and cleaning ' "C900 PVC Sanitary Sewer Pipe 8 In Diam ", per Imear foot ' City of Bremerton Wash►ngton Avenue Sewer Improvements Cont�act Documents ll1-119 236-1896-113(O1/04) November 2013 D�v�sion 7 ' The unit contract price for "C900 PVC Sanitary Sewer Pipe 8 In Diam " shall be full pay for all work and materials necessary to furnish, haul, and assemble in place the complete pipe installation includmg trench excavation and dewatering, laying and �ointing pipe and fittings, placing and compacting pipe beddmg and crushed surfacmg top course trench backfdl materials, marking tape, pressure testmg, removal, haul, and disposal of excavated material, and cleaning "PE Sanitary Sewer Pipe _ In Diam ", per linear foot The unit contract price for "PE Sanitary Sewer Pipe _ In Diam " shall be full pay for all work and materials necessary to furrnsh, haul, and assemble in place the complete pipe installation including trench excavation and dewatering, laying and �ointing pipe and fittings, placing and compacting pipe bedding and crushed surfacing top course trench backfill materials, pressure testing, removal, haul, and disposal of excavated material, and cleaning and video inspection The unit price shall include the cement concrete, rebar and welded wire remforcement, spacers, plastic sheeting, and filling of pipe with water for construction of the shallow sewer trench Payment for the geogrid fabric shall be per Section 2-12 "PE LPS Main 4 In Diam ", per linear foot The urnt contract price for "PE LPS Mam 4 In Diam " shall be full pay for all work and materials necessary to furrnsh, haul, and assemble in place the complete pipe installation including laymg and �ointmg pipe and fittings, trench excavation, placing and compacting bedding and crushed surfacing top course matenals, pressure testing, tornng wire, and marking tape, and connection to sewer manholes The unit price shall also include removal, haul, and disposal of excavated material "Slip-Lirnng, 4 in Diam ", per linear foot The unit contract price for "Slip-Lming, 4 In Diam " shall be full pay for all work and materials necessary to furnish, haul, and assemble in place the complete pipe installation includmg construction installation plan, cleanmg and video inspection of 8-inch cast iron carrier pipe (abandoned water main), Jointing pipe and fittings, excavation, shoring, and backfdling access and pulling pits, slip-Immg of pipe, excavation and backfill of serwce pits, cutting of cast iron pipe, tornng wire, concrete groutmg of pipe carner pipe, pressure testmg, and cleaning The urnt price shall also include temporary shoring and erosion control, and removal, haul, and disposal of excavated material 7-18 SIDE SEWERS 7-18.1 Description �.*.:*.� Section 7-18 1 is supplemented with the following This work consists of installing gravity and low-pressure sewer laterals C�ry of Breme►ton Wash�ngton Avenue Sewer Improvements Contract Documents ll1-120 236-1896-113 (01/04) � November 2013 � D�ws►on 7 � , n 'I �I , 7-18.2 Materials , �***�.*� Section 7-18 2 is supplemented with the following ' Gravity sanitary sewer lateral pipe shall be ASTM D3034 SDR 35 PVC meeting the requirements of Section 9-30 1(5)A or high density polyethylene meeting the requirements of Section 9-05 23 of the Standard Specifications ' � , � Low pressure sewer lateral piping and materials shall be as specified in Section 9-05 23 for high-density polyethylene pipe 7-18.3 Construction Requirements �.**..*� Section 7-18 3 is supplemented with the following Gravity sarntary sewer laterals shall be constructed per City of Bremerton Standard Detad 6040 Low pressure sanitary sewer laterals shall be constructed per City of Bremerton Standard Detads 6041 and 6042 , 7-18.4 Measurement , � ' ' ' � �**..**� Section 7-18 4 is supplemented with the following "PVC Sarntary Sewer Lateral Pipe _ In Diam ", "PE Sarntary Sewer Lateral Pipe 6 In Diam ", and "PE LPS Lateral Pipe 1-1/4 In Diam " shall be measured per linear foot along the centerline of the pipe through all fittings ' No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill, and compaction "Single LPS Lateral Service Connection 1-1/4 In Diam ", per each No separate measurement for payment will be made for trench excavation, pipe bedding, trench backfill, compaction, and constructing the collection valve box cleanout 7-18.5 Payment �*��***� Section 7-18 5 is supplemented with the following "PVC Sanitary Sewer Lateral Pipe _ In Diam ", per linear foot ' The unit contract pnce for "PVC Sanitary Sewer Lateral Pipe _ In Diam " shall be full pay for all work and materials necessary to furnish, haul, and assemble m place the complete pipe installation including trench excavation and dewatenng, laying and �ointing pipe and fittings, cutting and connecting to existing sewer pipe lateral with flexible fittings, placing and ' compacting pipe bedding and crushed surfacing top course trench backfill materials, marking tape, air testing, removal, haul, and disposal of excavated material, and cleaning ' Ciry of Bremerton Washington Avenue Sewer Improvements Contract Documents ll1-121 236-1896-113 (Ol/04) November 2013 Div�s�on 7 ' "PE Sanitary Sewer Lateral Pipe 6 In Diam ", per linear foot The unit contract price for "PE Sanitary Sewer Lateral Pipe 6 In Diam " shall be full pay for all work and materials necessary to furnish, haul, and assemble in place the complete pipe installation including trench excavation and dewatering, laying and �ointmg pipe and fittings, placing and compacting pipe beddmg and crushed surFacing top course trench backfdl materials, markmg tape and locating wire, air testing, removal, haul, and disposal of excavated material, and cleaning The urnt price shall include the cement concrete, rebar and welded wire reinforcement, spacers, plastic sheeting, and fdling of pipe with water for construction of the shallow sewer trench Payment for the geogrid fabric shall be per Section 2-12 "Single LPS Lateral Service Connection 1-1/4 In Diam ", per each The urnt contract price for "Single LPS Lateral Service Connection 1-1/4 In Diam " shall be full pay for all the work, materials, and labor to construct a new LPS service as shown on the Plans, including but not limited to, excavating, laying the pipe or installing usmg trenchless technology techniques, connectmg to the main, pipe bedding, trench backfill, compaction, installation of the collection valve box cleanout, and any appurtenances required to make the connection The valve box must be ad�usted to grade Lateral service to the individual grinder pump stations shall be paid under bid item "PE LPS Lateral 1-1/4 In Diam " "PE LPS Lateral 1-1/4 In Diam ", per linear foot The unit contract price for "PE LPS Lateral 1-1/4 In Diam " shall be full pay for all work and materials necessary to furnish, haul, and assemble m place the complete pipe installation mcluding trench excavation, horizontal directional drilling techniques, laying and �omting pipe and fittings, backfilling with native material, tonmg wire, testmg, cleaning, and mstallation of appurtenances required to make the connections 7-19 SEWER CLEANOUTS 7-19.2 Materoals �*.*.*.� Section 7-19 2 is supplemented with the following All materials for the new sewer cleanouts shall conform to the City of Bremerton Standard Detads 7-19.3 Construction Requirements �***...� Section 7-19 3 is supplemented with the following Low pressure sewer lateral cleanout shall be per City of Bremerton Standard Detail 6120 where a low pressure sewer lateral is dischargmg to a low pressure sewer main Gravity sanitary sewer cleanouts shall be constructed per City of Bremerton Standard Detad 6025 C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements ll1-122 November 2013 Contract Documents D�v�s�on 7 � ' 7-19 4 Measurement � ' �l �::*.**� Section 7-19 4 is supplemented with the following Measurement for "LPS Mam End-of-Run Cleanout 4 In Diam " will be measured per each Measurement for "PVC Gravity Main Sewer Cleanout 8 In Diam " wdl be measured per each 7-19.5 Payment ' �.**#*.� Section 7-19 5 is supplemented with the following , No specific payment for LPS lateral cleanouts wdl be made All costs incurred for this construction item shall be included in the bid item for "Smgle LPS Lateral Service Connection 1-1/4 In Diam " , "LPS Mam End-of-Run Cleanout 4 In Diam ", per each The unit price in the Proposal for "LPS Main End-of-Run Cleanout 4 In Diam " shall be full ' compensation for all labor, equipment, materials, and tools necessary or incidental to construct a low pressure cleanout, complete This work includes, but is not limited to, excavation, pre-cast concrete vault and lid, laying and �ointing pipe and fittings, 4-inch gate , valve and valve box, pipe bedding, trench backfdl, compaction, toning wire, testing, and clearnng , C J �i 'u �� ' , � "PVC Gravity Main Sewer Cleanout 8 In Diam " The unit contract price for gravity sewer cleanout shall be full pay for all work, materials, labor, and equipment necessary or incidental to install main line sewer cleanout, complete This work mcludes, but is not limited to, excavating, trench backfill, pipe beddmg, compaction, laying and Jointing the pipe, toning wire, testing, clearnng, installation of appurtenances required to make connections, concrete collar, cast iron rmg, and cover and shali be considered mcidental, and no additional compensation will be made ' City of Bremerton Washington Avenue Sewer Improvements Convact Documents 111-123 236-1896-113 (Ol/04) November 2013 D�vis�on 7 �- � �.*#***� Add the following new section 7-22 GRINDER PUMP ASSEMBLIES (NEW SECTION) 7-22.1 Description This work consists of installing E-One Grinder Pump assemblies as shown on the Plans 7-22.2 Materials Materials for grinder pump assemblies and appurtenances shall be in conformance with the C�ty of Bremerton Eng�neermg Des►gn and Construct�on Standards for San�tary Sewer 7-22 3 Construction Requirements 7-22.3(1) General Grinder pumps shall be installed per City of Bremerton Standard Detads 6101, 6102, 6103, and 6104 7-22.3(2) Installation Standards The grinder pump shall be an Environment One Model as supplied by Correct Equipment, Inc Contact the City for a pre-construction meeting to review pump tank and control panel locations before any installation Contractor shall determine the depth of the existing budding sewer discharge before any mstallation The grinder pump lift station package shall include the following items 1 Sewage grinder pumps, semi-positive displacement type, equal to Environment One progressive cavity with a 1 HP, 1800 RPM motor 2 Corrugated HDPE tank with single complete pump unit, ready for installation The tank will have a 1-1/4 NPT discharge connection and a 4-mch inlet grommet for DVW (Dram Waste and Vent) pipe 3 The tank shall include an internal check valve assembly 4 A breaker panel as supplied by Environment One, with two 15-amp breakers for pump operations, one 15-amp breaker for the alarm system, a Push-to-Run button, an audible alarm with Sdence Button, and a red light alarm All wires and connectors are to be color coded and labeled for ease of installation 5 A minimum of 25 feet of direct bury cable (Supply Cable) befinreen the tank and breaker panel Maximum length of direct bury cable is 175 feet Contractor shall field verify required length of cable prior to construction Splicing of cable will void the E-One warranty and therefore will not be allowed C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements ll1-124 November 2013 Contract Documents D�v�s�on 7 , � ' ' ' u � , �I , ' , 1 � I�� U � ' 6 The grinder pump system operates on finro pressure switches One switch operates the pump on/off and the second operates the alarm 7 The package system shali meet the requirements of the Washington State Department of Labor and Industries, Division for Residential, grinder pump systems 8 The electrical supply to the breaker panel shall be 240-volt single-phase power 9 The tank location shall be accessible for maintenance and repair The tank cover shall be approximately 3 inches above finished grade Finish grade shall slope away from the station and the station shall not be installed within a"pot hole" No plants are to be located within 5 feet of the tank and the property owner shall maintain a 3-foot clear zone around the tank 10 The location of the breaker panel shall be • Accessible for maintenance and repair, • In sight of the tank, • The bottom of the panel must be 5 feet from firnshed grade, and • The alarm light shall be visible from 50 feet and must be visible in a 180-degree radius 11 The maximum distance befinreen the breaker panel and the grinder tank shall be 175 feet, with a clear Ime of sight and easy access � 12 The Breaker Panel shall be equipped with a knife-type lock out switch The lockout switch shall be visible from the tank 13 Fences, bushes, or any other ob�ect shall not hide the alarm light or hmder in the maintenance and/or repair of the system 14 There shall be no additional �unction boxes or splices made once the system has been installed and inspected by City Inspectors Anyone tampering with the approved system shall be liable to the City for any expense, loss, damage, cost of inspection, or cost of correction incurred by the City 15 Gnnder pump assemblies shall be installed in accordance with these Specifications and under the recommendations of the manufacturer 16 The licensed contractor shall be responsible for burying the two (2) direct burial electrical cables in accordance with the City Standards, codes, and regulations for the control and alarms of the grinder pump The wires shall be buried at a minimum depth of finrenty-four (24) inches Wires placed m a rigid, non-metallic conduit shall be at a mmimum depth of eighteen (18) inches If the wires are placed in a rigid, metal conduit, the minimum depth shall be six (6) inches The property owner or licensed contractor shall leave at least finro (2) feet of wires exposed and coiled at the outside of the grmder pump near the inlet "eyes" into the grinder pump At the structure, the property owner or licensed contractor shall run the wires in a rigid conduit from under-ground into the grinder pump control panel on the structure with at least one (1) foot of extra wire coiled m the control panel ' City of Bremerton Washington Avenue Sewer Improvements Contract Documents ll1-125 236-1896-113 (01/04) November 2013 D�v�s�on 7 � 17 The grinder pump electrical control panel shall be instailed by the licensed contractor on the main structure located on tFie same property as the grinder pump The power for the grinder pump and alarm system shall come from the property owner's structure A licensed contractor shall connect the power supply of the structure to the control panel in accordance with State and local codes and in accordance with the electric utility's regulations 7-22.3(3) Call for Inspection Arrangements for inspection of a Grinder Pump installation shall be made with the City 24 hours in advance The City reserves the right to set the time for inspections Side sewer and sewer lateral permits must be obtamed from the City pnor to schedulmg an inspection All inspections will be perFormed during normal working hours Cancellations must be made a minimum of one hour before the scheduled appointment Additional inspection may result in additional fees 7-22.3(4) Test�ng of Final Installation Side sewers using pump systems shall be tested at 120 psig (twice the pressure rating of the pump system) Following is the procedure used for testmg the discharge line a) b) c) d) e) Close the m-line ball valve in the grinder pump clean-out valve box Open the riser ball valve in the grinder pump clean-out valve box Close the ball valve at the collection valve box for the street connection Usmg hand pump, pressurize with air Hold the required pressure for 10 minutes Allowable leakage = 0 Prior to connection of existing residential sewer service to grinder pump assembly and abandonment of the existing septic system, Contractor shall perform a start-up test of the grinder pump assembly per the manufacturer's recommendations and rece�ve City approval on the installation 7-22 3(5) Residence Electrical Panel Upgrade Contractor shall be reqwred to upgrade the electrical panels at the following residences to current L&I Standards in order to accommodate construction of the Grinder Pump Assemblies 1 906 Washmgton Avenue 2 912 Washington Avenue 3 4 5 934 Washington Avenue 940 Washington Avenue 944 Washington Avenue C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documents ll1-126 236-1896-113 (01/04) ' November 2013 D�ws�on 7 I I � � ' � ' � ' ' ' i � , Panel upgrade shall be completed by a licensed electrician Contractor shall be responsible for obtairnng all necessary permits Power outage at individual residences during panel upgrade shall be limited to 8 hours, total per residence Contractor shall be responsible for all coordination associated with acquiring the necessary permits and for schedulmg and completing inspections 7-22.4 Measurement Measurement for " Grinder Pump Assembly, Complete" will be per each mstalled 7-22.5 Payment Payment wdl be made in accordance with Section 1-04 1, for the following bid item Grinder Pump Assembly, Complete", per each Includes labor, equipment, and materials to provide and mstall a gr�nder pump package and resident sewer connection, complete Each grmder pump package is to mclude wet well with simplex submersible grinder pump, power connection to the house service, control panel, and locate, cut into the sewer drain and sewer drain line from the house to the pump package, connection to the LPS lateral cleanout, excavation, dewatermg, concrete anti buoyancy collar, native backfill, and m-kind surtace restoration for the entire site not covered under other bid items The potholing and other efforts to locate the house drain lines and power service and service-pipe connections shall be included in this item This item shall not include the 1-1/4-inch HDPE service pipe from the pump package to the force main with excavation and restoration Excavation, bedding, backfill, compaction, testing, and startup shall be considered incidental to this bid item and no additional compensation will be made "Electncal Panel Upgrade", by force account as provided in Section 1-09 6 Payment for upgrading the electncal panels at existing residences in order to accommodate � grinder pump assembly construction wdl be paid by force account in accordance with Section 1-09 6 To provide a common basis of Bid, the Owner has entered an amount in the Proposal for "Electrical Panel Upgrade" to become part of the Contractor's total Bid �i �� ' ' City of Bremerton Washington Avenue Sewer Improvements Convact Documents END OF DIVISION 7 ll1-127 236-1896-113(O1/04) November 2013 D�ws�on 7 ' THIS PAGE INTENTIONALLY LEFT BLANK , � C�ty of Bremerton 236-1896-113 (Ol/04) Washmgton Avenue Sewer Improvements 111-128 November 2013 Contract Documents D�vis►on 7 � ' � ' 8-01 8-01.3 Any area not covered with established, stable vegetation where no further work is anticipated for a period of 15 days, shall be immediately stabilized with the approved erosion and sedimentation control methods (e g, seeding and mulchmg, straw) Where seeding for temporary erosion control is required, fast germmating grasses shall be applied at an appropriate rate (e g, perennial rye applied at approximately 80 pounds per acre) ' �*.**.*� Section 8-01 3 is supplemented with the following ' The Contractor shall bear sole responsibdity for damage to completed portions of the pro�ect and to property located off the pro�ect caused by erosion, siltation, runoff, or other related items during the construction of the pro�ect The Contractor shall also bear sole , responsibdity for any pollution of nvers, streams, groundwater, or other water that may occur as a result of construction operations , ; � At no time shall more than 1 foot of sediment be aflowed to accumulate within a catch basm , All catch basins and conveyance lines shall be cleaned at a time designated by the City's Pro�ect Inspector The cleaning operation shall not flush sediment-laden water into the downstream system The cleaning shall be conducted using an approved vacuum truck ' capable of �et roddmg the lines The collection and disposal of the sediment shall be the responsibdity of the Contractor at no cost to the City �_1 ' 8-014 Measurement �:*****� Section 8-01 4 is replaced with the following No specific urnt of ineasurement shall apply to the lump sum item "Erosion/Water Pollution Control" ' 8-01.5 Payment ' ' � ' �#*«�:*� Section 8-01 5 is replaced with the following DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROL AND WATER POLLUTION CONTROL Construction Reqwrements "Erosion/Water Pollution Control", lump sum The lump sum contract price for "Erosion/Water Pollution Control" shall constitute full pay for all labor, materials, tools, and equipment necessary and incidental to the installation, maintenance, repair, and removal of erosion and sediment control facilities and trench dewatenng equipment as specified on the Plans and Standard Specifications, as well as all costs associated with the Contractor's erosion control plan C�ty of Bremerton 236-1896-173 (Ol/04) Washington Avenue Sewer Improvements lll-129 November 2013 Contract Documents D�v�s�on 8 ' 8-02 8-02.1 ROADSIDE RESTORATION Description �:::*#*� Revise the first paragraph of Section 8-02 1 to read This Work consists of furrnshmg and placing topsoil, compost, and soil amendments and furnishmg and planting bare root plants, container plants, balled and burlapped plants, cuttings, fascmes, live stakes, live poles, rhizomes, tubers, lawn instailation, irrigation system repair, controlling weeds, performmg plant establishment activities, and soil bioeng�neering m accordance with these Specifications and as shown in the Plans or as designated by the Engineer �**.***� Section 8-02 1 is supplemented with the following Seed Seed mixture for hydroseeding shall conform to the composition specified in the following paragraph Seeding rates are shown m pounds of pure life seed (PLS) per acre or 1,000 square feet PLS is determined by multiplymg the percent purity (expressed as a decimal) by the percent germmation (expressed as a decimal) and then multiplying this factor by the pounds of seed in the mixture (PLS = pounds of seed in mixture times percent purity times percent germination) The punty and germination percentages shall be as shown on the tag on each seed contamer Kmd and Variety of Seed in Mixture Creepmg Red Fescue Perennial Rye Highland Bent White Dutch Clover Total Proaortion by Weiaht 40% 40% 10% 10% 100°� PLS/Acre 32 32 8 8 80 Seed muctures shall not contam more than 0 5 percent by weight, weed seed shall be free of prohibited noxious weed, specifically, horsetad, quack grass, and morning glory 8 Additionally, the maximum amount of inert or other seed shall be 2 0 percent by weight Fertilizer Total Available Nitrogen Available Phosphorous 10 percent, of which 50 percent is derived (analyzed as N from 38 percent siow release urea form) 20 percent (analyzed as P205) Avadable Potassium 20 percent (analyzed as K20) Note Above percentages are proport�oned by weight Mulch Mulch for hydroseeding shall be wood cellulose fiber and shall be applied to all seeded areas on this pro�ect Bark mulch shall be bark or wood chips per Section 9-14 4(3) City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer lmprovements ll1-130 November 2013 Contract Documents D�v�s�on 8 �� , ' ' � � ' , 8-02.3 Construction Re uirements 9 , ' �****:.*� Section 8-02 3 is supplemented with the following All grass areas disturbed by construction shall be hydroseeded, unless otherwise directed by the Owner's Representative The Contractor is responsible for applying water to all seeded areas until 4 weeks after ' substantial completion or until the seeded areas have a dense growth of grass with an average height of 1 inch The Contractor shall take necessary measures to prevent siltation of downstream facilities and ad�acent properties � The Contractor is responsible for coordinating the repair and relocation of the existing irrigation system with Bremerton Parks and Recreation ' 8-02.4 Measurement �******� ' Section 8-01 4 is replaced with the following No specific unit of ineasurement shall apply to the lump sum item "Landscape Repair" ' 8-02.5 Payment , �***�*:� Section 8-02 5 is supplemented with the following "Landscape Repair", per lump sum ' C ' ' � ' ' The lump sum contract price for "Landscape Repair" shall constitute full pay for all labor, materials, tools, and equipment necessary and incidental for the restoration of landscape features damaged and/or disturbed during construction on private properties and Evergreen Park SurFace restoration shall be as specified on the Plans and Standard Specifications, and shall also include the replacement of all irrigation system components in Evergreen Park and coordination with Bremerton Parks and Recreation Work under this bid item shall also include restoration of all landscape features on prrvate properties outside of the public right-of-way, such as lawns, rockeries, concrete walls, sidewalks, driveways, brick walkways, fences, and other landscape features Payment for specialty landscape restoration completed per the direction of the City shall be paid by force account in accordance with Section 1-09 6 ' C�ty of Bremerton Washmgton Avenue Sewer Improvements Contract Documen[s ll1-131 236-1896-113 (Ol/04) November 2013 D�v�sion 8 1 8-04 CURB, GUTTERS, AND SPILLWAYS 8-04.3 Construct�on Requirements 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways �****.*� Section 8-04 3(1) is supplemented with the following "Cement Conc Curb and Gutter Type A" shall be constructed per City of Bremerton Standard Detad 3131 "Cement Conc Curb Type C-1" shall be constructed per City of Bremerton Standard Detad 3133 8-04.5 Payment �***�*.� Section 8-04 5 is supplemented with the following "Cement Conc Curb and Gutter Type A", per linear foot "Cement Conc Curb Type C-1 ", per linear foot 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.1 Description �*:..�*� Section 8-06 1 is supplemented with the following Cement Conc Dnveway Approach, Type III shall be constructed per City of Bremerton Standard Detad 3121 8-06.4 Measurement ��*f.:*� Section 8-06 4 is supplemented with the following Measurement for "Cement Conc Driveway Approach, Type III" wdl be per square yard 8-06.5 Payment �*****.� Section 8-06 5 is supplemented with the followmg "Cement Conc Driveway Approach, Type III" wdl be per square yard C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer ►mprovements ll1-132 November 2013 Con[ract Documents D�ws�on 8 ' 1 ' � , � � C J ' , ' ' ' � � , LJ ' 8-13 MONUMENT CASES 8-131 Description ��...**� Replace Section 8-13 1 with the following This work shall consist of furnishmg and plac�ng monuments, monument cases, and covers in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer 8-13.2 Materials - �***.**� Section 8-13 2 is supplemented with the following Monument frame and cover, including precast concrete monument shall be per City of Bremerton Standard Details 3401, 3402, and 3403 8-13.3 Construction Requirements �******� Section 8-13 3 is supplemented with the following Construct monument per City of Bremerton Standard Details 3403 8-13 4 Measurement �.*.*..� Section 8-93 4 is deleted and replaced by the following Measurement of monument case, cover, and precast concrete monument will be by the unit for each monument case, cover, and precast concrete monument furrnshed and set 8-13.5 Payment �**:***� Section 8-13 5 is supplemented with the following "Survey Monument", per each City of Bremerton 236-1896-113 (O7/04) Washington Avenue Sewer Improvements ll1-133 November 2013 Contract Documents Diwsion 8 , 8-22 PAVEMENT MARKING 8-22.1 Description �*#.**:� Section 8-22 1 is supplemented with the following Contractor wdl be responsible for reestablishing permanent pavement markings disturbed during construction, includmg rpms Rpms shall be included in the unit price for Pamt Line and Plastic Line Painted Line and Plastic Stop Line shall be constructed per City of Bremerton Standard Deta�l 3265 Plastic Crosswalk Lme shall be constructed per City of Bremerton Standard Detail 3257 Painted Traffic Arrow shall be constructed per City of Bremerton Standard Detail 3267 8-22.4 Measurement �...:�#:� Section 8-22 4 is supplemented with the following No specific unit of ineasure shall apply to the lump sum item "Pavement Marking" 8-22.5 Payment �***..*� Section 8-06 5 is supplemented with the following "Pavement Marking", per lump sum The lump sum contract price for "Pavement Marking" shall be full compensation for all labor, materials, tools and equipment necessary and incidental to the mstallation, mamtenance, repair, and removal of pavement markings as specified on the Plans and Standard Specifications, as well as all Contractor's costs associated with coordination with Bremerton Parks and Recreation END OF DIVISION 8 C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents ll1-134 236-1896-113 (Ol/04) � November 2013 D�ws�on 8 � ' , , , 9-05 9-05.23 ' ' ' ' � t ' ' ' ' � , , ' DIVISION 9 MATERIALS DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS High-Density Polyethylene (HDPE) Pipe �*#*�*�� Revise the first and second paragraph of Section 9-05 23 as follows Pipe materiais shall be high-density polyethylene PE4710 conforming to a mmimum cell classification of PE 445574C per ASTM 3350 Unless noted otherwise, all HDPE pipe sizes are based on Iron P�pe Size (OD-!PS) The dimension ratio (DR) for all HDPE pipe shall be as follows Low Pressure Sewer Service Laterals SDR 11 Pressure Pipe for Low Pressure Sewer Mains SDR 11 Gravity Pipe for Sewer Mains SDR 11 HDPE fittmgs, where called for use on the pro�ect, shall be DR 17 or thicker-walled Where required, provide transition between IPS-size HDPE p�peffrttings and DIPS size pipe/f�ttings �****.*� Section 9-05 23 is supplemented with the followmg Flange backup rings shall be stainless steel All nuts, bolts, and washers shall be 304 SS or 316 SS All flanged HDPE fittings shall be installed and torqued in accordance with Piastic Prpe Institute document titled Bolt Torque for Polyethylene Flanged Joints TN-38 (July 2011) HDPE Piae References Pipe dimensions and manufacturing requirements • ASTM F 714-05 Standard Specification for Polyethylene (PE) Pipe (SDR-PR) Based on Outside Diameter This standard is used for most large diameter HDPE pipe (4 inches to 63 inches) applications other than gas pipe . ASTM D 2513-05 Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing and Fittmgs Polyethylene p�pe and other plastic for natural gas distribution are descnbed in great detad in this standard • ASTM D 3035-03a Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside Diameter Most HDPE water tubing (1/2 mch to 3 inches) is made to the dimensions in this standard Whde pipe sizes up to 24 inches are provided, very little large diameter pipe is made to this standard C►ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer Improvements Il1-135 November 2073 Contrac[ Documents Div�s�on 9 ' Installation Standards • ASTM D 2321-05 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications • ASTM D 2774-04 Standard Praetice for Underground Installation of Thermoplastic Pressure Pipmg • ASTM F 1962 Standard Guide for Use of Maxi-Horizontal Di�ectional Drdlmg for Placement of Polyethylene Pipe or Conduit under Obstacles, Including River Crossings • ASTM F 585-94 Standard Practice for Insertion of Flexible Polyethylene Pipe into Existmg Sewers American Water Works Association Standards • ANSI/A1NWA C 901-2005 Polyethylene Pressure Pipe and Tubing, 5 in (13 mm) Through 3 in (76 mm) for Water Services o ANSI/AW1NA C 906-2006 Polyethylene Pipe and Fittings, 4 in (100 mm) Through 63 In (1,575 mm) for Water Distribution Piae Joinina Standards • ASTM F 2620 — Standard Practice for Heat Fusion of Polyethylene Pipe and Fittings • ASTM D 2657 — Standard Practice of Heat Fusion Joining of Polyolefin Pipe and Fittmgs • ASTM F 1290 — Standard Practice for Electrofusion Joining Polyolefm Pipe and Fittings Fittmg Standards a ASTM D 3261 — Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Butt Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing • ASTM F 1055 — Standard Specification for Electrofusion Fittings for Outside Diameter Controlled Polyethylene Pipe and Tubing 9-30 9-30 1 WATER DISTRIBUTION MATERIALS Pipe �«..***� - Section 9-30 1 is supplemented with the following Ductde iron pipe, 12 inches in diameter and smaller, shall be thickness Class 52 unless otherwise indicated on the Plans Ductde iron pipe and fittmg shall be United States Pipe and Foundry Co , Pacific States Cast Iron Pipe, American Cast Iron Pipe Company, or approved equal All pipe shall be push-on style with restrained �oints or using restramed �oint push-on gaskets except where mecharncal �omts or flanged �oints are specifically required C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer lmprovements ll1-136 November 2013 Contract Documents Diws�an 9 � � , �� , , ' � ' �**�***� In Section 9-30 1(6), replace the second sentence with the followmg Pipe materials shall be high-density polyethylene PE4710 conforming to a minimum cell classification of PE 445574C per ASTM 3350 9-30.2 Fittings 9-30.2(6) Restrained Joints �*:.****� Section 9-30 2(60) is supplemented with the following Restrained �oints are required for all pipe, fittings, and specials Unless otherwise specified, restrained �oints shall be the push-on type modified for restraint Joints shall be the Flex-Ring or Lok-Ring Joint as manufactured by Amencan Cast Iron Pipe Company, TR Flex Joint as manufactured by US Pipe, or Boltless Restrained Joint Fastite Jomt by Pacific States Cast Iron Pipe Company, or approved equal Restrained �oints shall be capable of bemg deflected after full assembly Joints for pipe diameters 12 inches and less shall be capable of a 5 0 degree deflection Joint assembly shall be in strict conformance with ANSI/AW1NA C600 and manufacturer's recommendations No field cuts of restrained pipe are permitted without prior approval of the Construction Manager Restrained �oints shall be rated for 250-psi service pressures ' Restrained Jomt push-on gaskets may be used m lieu of restrained �omt pipe Field Lok gaskets as manufactured by US Pipe, Fast Grip gaskets as manufactured by American Cast Iron Pipe Company, or approved equal may be used Restrained �oint push-on gaskets must be rated for 350 psi working pressure or greater and must meet the material requirements of ' ANSI/A1NWA C111/A2111 All manufacturer's mstructions, recommendations, and requirements must be strictly adhered to when installing restramed �oint push-on gaskets ' , 9-30.3 Valves ' ' � , ' 9-30.3(4) Valve Boxes �.::..*� Section 9-30 3(4) is supplemented with the following All valve boxes shall be two-piece cast iron, and equipped with a suitable extension for a 36-inch to 65-inch trench depth Top sections and lids will be designed for mstallation in vehicular areas Lids will be labeled "WATER", and lid tabs wdl point in the direction of the water mam All valves and valve boxes will be set plumb with the valve box centered on the valve Valve box installation shall comply with the details shown in the plans for paved area locations and unpaved area locations Cast iron valve boxes shall be per City Standard Detad 5120 ' Ciry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents Il1-137 236-1896-113 (01/04) November 2013 D�v�s�on 9 1 9-30 3(5) Valve Marker Posts �***..*� Replace Section 9-30 3(5) in its entirety with the following Valve marker posts shall be Fog-Tite Meter Seal Company, or approved equivalent 9-30 5 Hydrants �.....*� Replace Section 9-30 5 in its entirety with the followmg Fire hydrants shall conform to AVWVA Standard 502-80 for post-type, dry-barrel self-draining hydrants suitable for at least 84-mch depth per City Standard Detail 5081 Hydrant extensions shall be furrnshed and installed as necessary Fire hydrants shall be Mueller Centurion, M&H 929, or approved equal 9-30.5(2) Hydrant Dimensions �***�..� Section 9-30 5(2) is supplemented with the following All ports shall have National Standard Threads or other connection devices consistent with local fire protection authority requirements All valves and caps shall open counterclockwise and have a 12-inch flat point pentagon operation and cap nuts Hydrants shall be breakaway trafFc models The configuration of the fire hydrant assembly shall be as shown in the plans The assembly shall have a cast iron tee (with mechanical �oint connections to the mam) a flanged tee, a flanged gate valve with valve box, a 6-inch ductde iron pipe extension and shackle rods to connect the hydrant to the auxiliary valve at the main The shackle rods shall be 3/4-inch-diameter steel rods of suitable length 9-30.5(6) Guard Posts �***.**� Replace Section 9-30 5(6) in its entirety with the following Hydrant Guard Posts shall be per City Standard Detad 5083, where required 9-30.6 Water Service Connections (2 inches and Smaller) �**::�**� Section 9-30 6 is supplemented with the following Water service connections shall be per City Standard Details 5001, 5002, and 5003 C�ty of Bremerton 236-1896-113 (01/04) Wash�ngton Avenue Sewer lmprovements ll1-138 November 2013 Contract Documents Div�s�on 9 � , ' C' ' � ' 9-30 6(1) Saddles �******� Replace Section 9-30 6(1) in its entirety with the following Saddles shall be ductile iron, double strap with female (cc) thread outlet Saddles shall be rated for 200-psi service pressures 9-30 6(2) Corporation Stops �*��***� Replace Section 9-30 6(2) in its entirety with the following For polyethylene pipe, the corporation stop shall be with AW1NA tapered thread (cc) inlet by compression Joint outlet All �oints with plastic pipe shall be made utilizing stainless steel inserts along with couplings and adapters 9-30.6(3) Service P�pes � 9-30.6(3)B Polyethylene Tubing �*»****� ' Section 9-30 6(3)B is supplemented with the following Service lines shall be black Himol Class 200 polypipe, copper tube sized, Driscol Pipe The ' tubing shall be coupled using compression fittings, conforming to the requirements of A1NWA C800, minimum 200 psi working pressure Ford Grip Joint fittings are not acceptable � � � ' ' � , ' C�ry of Bremerton Washmgton Avenue Sewer Improvements Contract Documents END OF DIVISION 9 111-139 � 236-1896-113 (01/04) November 2013 D�v�s�on 9 � ' � ' , ' ' ' l_ J ' , u � ' ' (August 5, 2013) STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No PT 13-037, effective August 5, 2013 is made a part of this contract The Standard Plans are revised as follows A-50 10 Sheet 2 of 2, Plan, with Single Slope Barner, reference C-14a is revised to C-70 10 A-50 20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70 10 A-50 30 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70 10 B-10 20 and B-10 40 Substitute "step" in lieu of "handhold" on plan 8-25 20 Add Note 7 See Standard Specification Section &04 for Curb and Gutter requirements B-90 40 Offset 8� Bend detads, add the subtitle, "Plan View" above titles C-16a Note 1, reference C-28 40 is revised to C-20 10 C-16b ' Note 3, reference C-28 40 is revised to C-20 10 C-70 10-00 Elevation, and Barrier Connection Detail, callout for premolded �omt fdler, revise 1/4" to 3/8" Note 1, revise 1/4" 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-75 10-00 Elevation, callout for premolded �oint filler, revise 1/4" to 3/8", Note 1, revise 1/4" 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�ry of Bremerton Washing[on Avenue Sewer lmprovements Contrac[ Documents ll1-141 236-1896-113 (Ol/04) November 2013 Standard Plans ' C-75 20-00 Elevation, callout for premolded �omt filler, revise 1/4" to 3/8", Note 1, revise 1/4" to 3/8" The Welded Wire Reinforang 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 �oint fdler, revise 1/4" to 3/8" ", Note 1, revise 1 /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 remforcing 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 Remforcmg 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 reinforcmg 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 reinforcmg 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 Remforcements 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 m accordance with Standard Specification 6-10 3 " G85 14 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70 10 C-85 15 General Notes, Note 2, reference to Standard Plan C-13 is revised to C-70 10 C-85 16 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70 10 City of Bremerton 236-1896-113 (O7/04) Washington Avenue Sewer Improvements ll1-142 November 2013 Contract Documents D►ws�on 9 1 � � ' �� ' C-85 18 General Notes, Note 1, reference to Standard Plan C-13 is rev�sed to C-70 10 C-85 20 General Notes, Note 3, reference to Standard Plan C-13 �s revised to C-70 10 D-3 10 Key Note 7, reference to 1130 04(5) 06 is revised to 730 05(5) F-10 12 Note 1 See Standard Plan F-30 10 for Curb Expansion and Contraction Joint spacing Is revised to read, "See Standard Plan F-30 10 for Curb Expansion and Contraction Joint spacing and see Standard Specification section 8-04 and 9-04 for additional requirements " F-10 62 Plan Title, Precast Concrete Sloped Mountable Curb is revised to read, "Precast Sloped Mountable Curb" F-10 64 Plan Title, Plan Title, Precast Concrete Dual Faced Sloped Mountable Curb is revised to read, "Precast Dual Faced Sloped Mountable Curb" F-30 10 ' Sections, left side of sheet, (4 places), dimension, Sidewalk - 6' — 0" MIN (See Contract) is rev�sed to read, "Sidewalk (See Contract)" Sect�on, top middle of sheet, dimension, Sidewalk — 6' — 0" MIN (See Contract) is revised to read, "Sidewalk (See Contract)" � I� �� i LJ F-80 10 Callout, top middle of sheet, Match Sidewalk Width See Contract Plans � 4' — 0" MIN is revised to read, "Match Sidewalk Width See Contract Plans" dimension, PLAN VIEW , TYPE 2, (2 places), 4' — 0" MIN, is revised to read, "(See Contract)" dimension, SECTION C, See Contract Plans � 4' — 0" MIN is revised to read, "See Contract Plans" G-60 20 Side V�ew, callout, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Min Each End, W/ 2 Washers 8� 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " is revised to read, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Mm Each End, W/ 2 Washers & 6 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " G-60 30 End View, callout, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Min Each End, t W/2 Washers and 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " is revised to read, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Min Each End, W/2 Washers and 6 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " � ' ' H-70 20 Sheet 2, Spacing Detail, Madbox Support Type 1, reference to Standard Plan I-70 10 is revised to H-70 10 I-50 10 Deleted � C�ty of Bremerton Washington Avenue Sewer Improvements Contract Documents 111-143 236-1896-113 (Ol/04) November 2013 S[andard Plans ' 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 �ew of Service Cabinet Notes, references to Std Plan J-9a are revised to J-60 05 (3 instances) J-10 10 Note 2 The contractor shall install the conduits in the locations shown Conduits shall extend 2" min above the coupling The conduit containmg unfused utdity conductors shall extend into the utility chase is revised to read "The contractor shall install the conduits in the locations shown Conduits shall extend 2" min above the coupling The grounded end bushmg on GRS conduit and the end bell bushing on PVC conduit shall extend 3" max above the coupling The conduit contairnng unfused utdity conductors shall extend into the utdity chase " Note 4 The cabinets shall be attached to the foundation with 4 each 1/2" xiT2°� x 2°° x 4�° hot dip galv anchor bolts, washers, and nuts Stainless steel epoxy anchors may be used as an alternative, and shall be 1/2" diam X 9", or 5/8" diam X 8" Bolts shall extend 1 1/2" min to 2" max above the concrete pad is revised to read "The cabinets shall be attached to the foundation with 4 each 1/2" x 12" x 2" x 4" anchor bolts, washers, and nuts conforming to Section 9-06 5(1) and galvanized after fabrication in accordance with AASHTO M 232 Stamless steel epoxy anchors may be used as an alternative, and shall be 1/2" diameter x 9", or 5/8" diameter x 8" Threaded Rod (conforming to ASTM F 593), washers (conforming to ASTM A 240), and nuts (conforming to ASTM F 594), all shall be Type 304 stamless steel Bolts shall extend 1-1/2" min to 2" max above the concrete pad " J-10 15 ANCHOR BOLT detail, callout — ASTM A307 with washer and nut — Galvarnzed per AASHTO M 232 is revised to read, "Anchor bolts, washers, and nuts conforming to Section 9-06 5(1) and galvarnzed after fabrication in accordance with AASHTO M 232 " J-15 10 - - Elevat�an V�ew (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-15 15 � � General Notes, Note 3, reference to Standard Plan J-7c is revised to J-27 15 J-16b Deleted J-16c Deleted J-20 10-02 Foundation Detad, callout, "1/2" diameter steel hex nut, with 1-1/2" flat washer (2) each req'd per anchor bolt" is revised to read, 1/2" diameter steel heavy hex nut, with 1/2" flat washer (2) each req'd per anchor bolt City of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer lmprovements ll1-144 Novembe� 2013 Contract Documents D�v�s�on 9 ' ' � � ' ' � , , � � LJ ' ' , � � ' J-20 11-01 Sheet 1, View A, caliout, "'I/2" x 26" full thread �(4) required 1/2" hex nuts �(4) required per anchor bolt" is revised to read, "1/2" x 24" full thread �(4) required 1/2" heavy hex nuts � (4) required per anchor bolt" Section B, callout, "1/2" diameter steel hex nut, with 1/2" flat washer, (2) required per anchor bolt" is revised to read, 1/2" diameter steel heavy hex nut, with 1/2" flat washer, (2) required per anchor bolt Sheet 2, Elevation, callout, "Anchor bolt 1/2" x 28" full thread �(4) required 1/2" hex nuts � (4) required per anchor bolt" is revised to read Anchor bolt 3/4" x 36" full thread �(4) required 3/4" heavy hex nuts �(4) requ�red per anchor bolt" J-20 16 Elevation, callout, "1/4" Premolded Joint Fdler" is revised to read, "3/8" Premolded Joint Filler" Add General Note 9"Junction Box serving the Standard shall preferably be located 5' — 0" (10' — 0" Max ) from the Standard " J-21 10-03 Sheet 1, Round Concrete Foundation Detad, Elevation, callout, "3/4" hex nuts, steel, (4) Req'd per Anchor BoIY' is revised to read, Anchor bolt �/" x 30" full thread �(4) required s/" heavy hex nuts, steel, (4) Req'd per Anchor Bolt Sheet 1, Square Concrete Foundation Detad, Elevation, callout, "3/4" hex nuts, steel, (4) Req'd per Anchor Bolt" is revised to read, Anchor bolt 3/4" x 30" full thread � (4) required 3/4" heavy hex nuts, steel, (4) Req'd per Anchor Bolt Sheet 1, Detail C, callout, "Base Plate Assembly � 1/2" Diam steel hex nut, with 1-1/2" flat washer, 2 each req'd per anchor bolt � mmimum of 2 threads above top of nut or 5/8" maximum (Typ )" is revised to read, Base Plate Assembly � 3/4" heavy hex nut, with 3/4"_ flat washer, 2 each req'd per anchor bolt � mmimum of 2 threads above top of nut or 5/8" maximum (Typ )" Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts �(4) req'd per assembly (Typ )" is revised to read, Anchor Bolt 3/4" x 30" full thread �(4) req'd per assembly (Typ )" Callout, "3/4" hex nuts, steel �(4) req'd per anchor bolt° is revised to read, 3/4" heavy hex nuts, steel �(4) req'd per anchor bolt Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts �(4) req'd per assembly (Typ )" is revised to read, Anchor Bolt 3/4" x 30" full thread �(4) req'd per assembly (Typ )" Callout, "3/4" hex nuts, steel �(4) req'd per anchor bolt" is revised to read, 3/4" heavy hex nuts, steel �(4) req'd per anchor bolt J-22 15-01 Ramp Meter Signal Standard, elevation, dimension 4'6" is revised to read, 6'-0" C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer Improvements ll1-145 November 2013 Contract Documents Standard Plans ' J-29 10 Galvanized Welded Wire Mesh detail, callout —"Drill and Tap for 1/4" Diam Cap Screw, 3 Places, @ 9" center, all 4 edges S S Screw, ASTM F593 and washer" Is revised to read, "Drill and Tap for 1/4" Diam Cap Screw, 3 Places, at 9" center, all 4 edges S S Screw, ASTM F593 and washer Liberally coat the threads with Anti-seize Compound " J-29 15 Title, "Camera Pole Standard" is revised to read, "Camera Pole Standard Detads" J-29-16 Title, "Camera Pole Standard Details" is revised to read, "Camera Pole Detads" J-60 14 All references to J-16b (6x) are revised to read, J-60 11 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 mmimum s¢e #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 Detad C, callout — Stainless Steel, selftapping 1/4" Diam Screw w/ S S Washer, space approx 9" O C is revised to read, "Stainless Steel, selftapping 1/4" Diam Screw w/ S S Washer, space approx 9" O C, liberally coat the threads with Anti-seize compound" J-75 45 Elevation, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC MIIVIMUM SIZE #8 Is revised to read EQUIPMEfVT GROUNDIiVG COIVDUCTOR � SIZE PER NEC mmimum size #4 AWG Detail D, 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 Detad C, callout — Sta�nless Steel, selftapping 1/4" Diam Screw w/ S S Washer, space approx 9" O C is revised to read, "Stainless Steel, selftapping 1/4" Diam Screw w/ S S Washer, space approx 9" O C, liberally coat the threads with Anti-seize compound" J-90 10 Section B, callout, "Hardware Mountmg 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" K-80 30 In the NARROW BASE, END view, the reference to Std Plan C-8e is revised to Std Plan K-80 35 C�ty of Bremerton 236-1896-113 (Ol/04) Washington Avenue Sewer lmprovements ll1-146 November 2013 Contract Documen[s Divis�on 9 ' , ' ' , ' ' � , ' , ' 1 ' ' � ' , ' The following are the Standard Plan numbers applicable at the time this pro�ect was advertised The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan Standard Plans showing different dates shall not be used in this contract A-10 10-00 8/7/07 A-30 35-00 10/12/07 A-50 20-01 9/22/09 A-10 20-00 10/5/07 A-40 00-00 8/11/09 A-50 30-00 11/17/08 A-10 30-00 10/5/07 A-40 10-02 6/2/11 A-50 40-00 11 /17/08 A-20 10-00 8/31 /07 A-40 15-00 8/11 /09 A-60 10-01 10/14/09 A-30 10-00 11/8/07 A-40 20-02 5/29/13 A-60 20-02 6/2/11 A-30 15-00 11 /8/07 A-40 50-01 6/2/11 A-60 30-00 11 /8/07 A-30 30-01 6/16/11 A-50 10-00 11 /17/08 A-60 40-00 8/31 /07 B-5 20-01 6/16/11 B-30 50-01 4/26/12 B-75 20-01 6/10/08 B-5 40-01 6/16/11 B-30 70-03 4/26/12 B-75 50-01 6/10/08 B-5 60-01 6/16/11 B-30 80-00 6/8/06 B-75 60-00 6/8/06 B-10 20-01 2/7/12 B-30 90-01 9/20/07 B-80 20-00 6/8/06 B-10 40-00 6/1 /06 B-35 20-00 6/8/06 B-80 40-00 6/1 /06 B-10 60-00 6/8/06 B-35 40-00 6/8/06 B-82 20-00 6/1 /06 B-15 20-01 2/7/12 8-40 20-00 6/1 /06 B-85 10-01 6/10/08 B-15 40-01 2/7/12 B-40 40-01 6/16/10 B-85 20-00 6/1/06 � B-15 60-01 2R/12 B-45 20-00 6/1 /06 B-85 30-00 6/1 /06 h B-20 20-02 3/16/12 B-45 40-00 6/1 /06 B-85 40-00 6/8/06 B-20 40-03 3/16/12 B-50 20-00 6/1 /06 B-85 50-01 6/10/08 B-20 60-03 3/15/12 B-55 20-00 6/1 /06 B-90 10-00 6/8/06 B-25 20-01 3/15/12 8-60 20-00 6/8/06 B-90 20-00 6/8/06 B-25 60-00 6/1 /06 B-60 40-00 6/1 /06 B-90 30-00 6/8/06 B-30 10-01 4/26/12 8-65 20-01 4/26/12 B-90 40-00 6/8/06 B-30 20-02 4/26/12 B-65 40-00 6/1/06 B-90 50-00 6/8/06 B-30 30-01 4/26/12 B-70 20-00 6/1 /06 B-95 20-01 2/3/09 B-30 40-01 4/26/12 B-70 60-00 6/1 /06 B-95 40-00 6/8/06 C�ty of Bremerton 236-7896-113 (Ol/04) Washington Avenue Sewer Improvements ll1-147 November 2013 Contract Documents Standard Plans � C-1 6/16/11 C-6 5/30/97 C-23 60-02 6/21/12 C-1 a 10/14/09 C-6a 10/14/09 C 24 10-00 7/12/12 C-1 b 6/16/11 C-6c 1/6/00 C-25 18-03 7/2/12 C-1 c 5/30/97 C-6d 5/30/97 C-25 20-05 7/2/12 C-1 d 10/31 /03 C-6f 7/25/97 C-25 22-04 7/2/12 C-2 1/6/00 C-7 6/16/11 C-25 26-02 7/2/12 C-2a 6/21 /06 C-7a 6/16/11 C-25 80-02 7/2/12 C-2b 6/21 /06 - C-8 2/10/09 C-40 14-02 7/2/12 C-2c 6/21 /06 C-8a 7/25/97 C-40 16-02 7/2/12 C-2d 6/21/06 C-8b 6/27/11 C-4018-02 7/2/12 C-2e 6/21 /06 C-8e 2/21 /07 C-70 10-00 4/8/12 C-2f 3/14/97 C-8f 6/30/04 C-7510-00 4/8/12 C-2g 7/27/01 C-10 6/3/10 C-75 20-00 4/8/12 C-2h 3/28/97 C-16a 6/3/10 C-75 30-00 4/8/12 C-2i 3/28/97 C-16b 6/3/10 C-8010-00 4/8/12 C-2� 6/12/98 C-20 10-01 6/20/13 C-80 20-00 4/8/12 C-2k 7/27/01 C-20 14-02 7/2/12 C-80 30-00 4/8/12 C-2n 7/27/01 C-20 15-01 7/2/12 C-80 40-00 4/8/12 C-2o 7/13/01 C-20 18-01 7/2/12 C-80 50-00 4/8/12 C-2p 10/31 /03 C-20 19-01 7/2/12 C-85 10-00 4/8/12 C-3 6/27/11 C-20 40-03 7/2/12 C-85 11-00 4/8/12 C-3a 10/4/05 C-20 42-03 7/2/12 C-85 14-00 6/16/11 C-3b 6/27/11 C-20 45 01 7/2/12 C-85 15-00 6/16/11 C-3c 6/27/11 C-2214-02 6/16/11 C-8516-00 6/16/11 C-4b 6/8/06 C-2216-03 4/18/12 C-85-18-00 6/16/11 C-4e 2/20/03 C-22 40-02 6/16/10 C-85 20-00 6/16/11 C-4f 7/2/12 C-22 45 00 6/16/11 C-90 10-00 7/3/08 � ' ' � ' ' �� ' e C'� ' I-1 � fJ ' ' C�ty of Bremerton 236-1896-113 (Ol/04) � Wash►ngton Avenue Sewer Improvements ll1-148 Novem6er 2013 Contract Documents D�wsion 9 � � , ' , ' ' , ' , � ' � ' � � ' ' ' � D-2 04-00 11 /10/OS D-2 48-00 11 /10/05 D-3 17-01 5/9 7/12 D-2 06-01 1/6/09 D-2 64-01 1/6/09 D-4 12/11 /98 D-2 08-00 11 /10/05 D-2 66-00 11 /10/05 D-6 6/19/98 D-2 14-00 11 /10/05 D-2 68-00 11 /10/05 D-10 10-01 12/2/08 D-2 16-00 11/10/05 D-2 80-00 11/10/05 D-10 15-01 12/2/08 D-2 18-00 11 /10/05 D-2 82-00 11 /10/05 D-10 20-00 7/8/08 D-2 20-00 11 /10/05 D-2 84-00 11 /10/05 D-10 25-00 7/8/08 D-2 32-00 11 /10/05 D-2 86-00 11 /10/05 D-10 30-00 7/8/08 D-2 34-01 1/6/09 D-2 88-00 11/10/05 D-10 35-00 7/8/08 D-2 36-02 1/6/09 D-2 92-00 11/10/05 D-10 40-01 12/2/08 D-2 42-00 11 /10/05 D-3 09-00 5/17/12 D-10 45-01 12/2/08 D-2 44-00 11 /10/05 D-3 10-01 5/29/13 D-15 10-01 12/2/08 D-2 60-00 11/10/05 D-3 11-02 5/29/13 D-15 20-02 6/2/11 D-2 62-00 11/10/05 D-3 15-02 6/10/13 D-15 30-01 12/02/08 D-2 46-00 11 /10/05 D-3 16-02 5/29/13 E-1 2/21l07 1E-4 8/27/03 E-2 5/29/98 E-4a 8/27/03 F-10 12-02 6/16/11 F-10 62-01 9/05/07 F-40 15-02 6/20/13 F-10 16-00 12/20/06 F-10 64-02 7/3/08 F-40 16-02 6/20/13 F-1018-00 6/27/11 F-3010-02 6/20/13 F-4510-01 6/21/12 F-10 40-02 6/21 /12 F-40 12-02 6/20/13 F-80 10-02 3/15/12 F-10 42-00 1/23/07 F-40 14-02 6/20/13 G-10 10-00 9/20/07 G-24 60-02 5/20/13 G-70 20-02 6/10/13 G-20 10-OQ 9/20/07 G-25 10-04 6/10/13 G-70 30-02 6/10/13 G-22 10-01 7/3/08 G-30 10-02 6/20/13 G-90 10-01 5/11 /11 G-24 10-00 11 /8/07 G-50 10-01 6/20/13 G-90 20-02 3/22/13 G-24 20-01 2/7/12 G-60 10-02 6/10/13 G-90 30-02 3/25/13 G-24 30-01 2R/12 G-60 20-01 6/27/11 G-90 40-01 10/14/09 G-24 40-03 6/20/13 G-60 30-01 6/27/11 G-95 10-01 6/2/11 G-24 50-02 6/20/13 G-70 10-02 6/10/13 G-95 20-02 6/2/11 City of Bremerton 236-1896-113 (01/04) Washington Avenue Sewer Improvements ll1-149 November 2013 Contract Documents Standard Plans � J H-1010-00 7/3/08 H-3210-00 9/20/07 H-7010-01 2/7/12 H-10 15-00 7/3/08 H-60 10-01 7/3/08 H-70 20-01 2/16/12 H-30 10-00 10/12/07 H-60 20-01 7/3/08 H-70 30-02 2/7/12 1-10 10-01 8/11/09 I-30 20-00 9/20/07 I-40 20-00 9/20/07 I-30 10-02 3/22/13 I-30 30-01 6/10/13 I-50 20-01 6/20/13 I-30 15-02 3/22/13 I-30 40-01 6/10/13 I-60 10-01 6/10/13 I-30 16-00 3/22/13 I-30 60-00 5/29/13 I-60 20-01 6/10/13 I-3017-00 3122/13 I-4010-00 9/20/07 I-8010-01 8/11/09 J-3 8/1197 J-26 15-01 5/17/12 J-40 40-00 5/20/13 J-3b 3/4/05 J-2710-00 3/15/12 J-5010-00 6/3/11 J-3c 6/24102 J-2715-00 3115J12 J-5011-00 6/3/11 J-10 7/18/97 J-28 10-01 5/11 /11 J-50 12-00 6/3/11 J-10 10-01 5111/11 .f-28 22-00 8i07107 J-50 15-00 6i3i11 J-10 15-00 7/2/12 J-28 24-00 8/07/07 J-50 16-01 3/22/13 J-10 22-00 5/29/13 J-28 26-01 12/02/08 J-50 20-00 6i3i11 J-15 10-00 5/8/12 J-28 30-02 6/27/11 J-50 25-00 6/3/11 J-15 15-00 6/16/10 J-28 40-01 10/14/09 J-50 30-00 6/3/11 J-16b 2/10/09 J-28 42-00 8/07/07 J-60 05-00 6/16/11 J-16c 2/10/09 J-28 45-01 6/27/11 J-60 11-00 5/20/13 J-20 10-02 6/10/13 J-28 50-02 6/2/11 J-60 12-00 5/20/13 J-20 11-01 6/10/13 J-28 60-01 6/2/11 J-60 13-OQ 6/16/10 J-20 15-02 6/10/13 J-28 70-01 5/11 /11 J-60 14-00 6/16/10 J-20 16-01 7/12/12 J-29 10-00 6/27/11 J-75 10-01 5/11 /11 J-20 20-02 5/20/13 J-29 15-00 6/27/11 J-75 20-00 2/10/09 J-20 26-01 7/12/12 J-29 16-01 6/20/13 J-75 30-01 5/11/11 J-21 10-03 6/10/13 J-40 10-03 5/20/13 J-75 40-00 10/14/09 J-21 15-01 6/10/13 J-40 20-01 5/17/12 J-75 45-00 10/14/09 J-21 16-01 6/10/13 J-40 30-03 5/20/13 J-90 10-01 6/27/11 J-21 17-01 6/10/13 J-40 35-01 5/29/13 J-90 20-01 6/27/11 J-21 20-01 6/10/13 J-40 36-01 5/20/13 J-22 15-01 6/10/13 J-40 37-01 5/20/13 J-22 16-02 6/10/13 J-40 38-01 5/20/13 J-26 10-02 3/15/12 J-40 39-00 5/20/13 ��1 � , , ' ' ' �I —� Ir � � � �' C � ' ' ' C�ty of Bremerton 236-7896-113 (Ol/04) � Washington Avenue Sewer Improvements ll1-150 November 2013 Contract Documents Divis�on 9 ' ' � , � � , ' ' � ' , ' � � ' � ' ' ' K-70 20-00 2/15/07 K-80 20-00 12/20/06 K-80 35-00 2/21 /07 K-80 10-00 2/21 /07 K-80 30-00 2/21 /07 K-80 37-00 2/21 /07 L-10 10-02 6/21 /12 L-40 10-02 6/21 /12 L-70 10-01 5/21 /08 L-20 10-02 6/21 /12 L-40 15-01 6l16/11 L-70 20-01 5/21 /08 L-30 10-01 6/16/11 L-40 20-02 6/21 /12 M-1 20-02 6/3/11 M-9 60-00 2/10/09 M-40 10-02 5/11/11 M-1 40-02 6/3/11 M-11 10-01 1/30/07 M-40 20-00 10/12/07 M-1 60-02 6/3/11 M-15 10-01 2/6/07 M-40 30-00 9/20/Q7 M-1 80-03 6/3/11 M-17 10-02 7/3/08 M-40 40-00 9/20/07 M-2 20-02 6/3/11 M-20 10-02 6/3/11 M-40 50-00 9/20/07 M-3 10-03 6/3/11 M-20 20-01 1/30/07 M-40 60-00 9/20/07 M-3 20-02 6/3/11 M-20 30-02 10/14/09 M-60 10-01 6/3/11 M-3 30-03 6/3/11 M-20 40-02 6/3/11 M-60 20-02 6/27/11 M-3 40-03 6/3/1'I M-20 50-02 6/3/11 M-65 10-02 5/11/11 M-3 50-02 6/3/11 M-24 20-01 5/31 /06 M-80 10-01 6/3/11 M-5 10-02 6/3/11 M-24 40-01 5/31 /06 M-80 20-00 6/10/08 M-7 50-01 1/30/07 M-24 50-00 6/16/11 M-80 30-00 6/10/08 M-9 50-01 1/30/07 M-24 60-03 5/11 /11 4 END OF STANDARD PLANS City of Bremerton Wash�ngton Avenue Sewer Improvements Contract Documents ll1-151 236-1896-113 (Ol/04) November 2013 Standard Plans THIS PAGE INTENTIONALLY LEFT BLANK C�ty of Bremerton 236-1896-113 (Ol/04) Wash�ngton Avenue Sewer lmprovements ll1-152 November 2013 Contract Documents D�v�s�on 9 �� ' ` J ' , � , � ' � ' ' I� � ' I� �I � IJ APPENDIX A KITSAP COUNTY PREVAILING WAGE RATES � � � ' � ' ' 1 ' ' ' ' � ' ' � � � ' ' Page 1 of 17 State of Washington Department of Labor & Industries Prevail�ng Wage Section - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES l�sted here �nclude both the hourly wage rate and the hourly rate of fringe benefits. On publu works projects, worker's wage and benef�t rates must add to not less than this total. A br�ef descnption of overt�me catculat�on requ�rements are prov�ded on the Benef�t Code Key. Journey Level Prevailing Wage Rates for the Effective Date 11/8/2013 � _�� . � � � . � . � � � � � �� , r�a �, � �,a �� Krtsap Asbestos Ab Krtsap Bo�termaker K�tsap Bnck Mason K�tsap Bnck Mason Krtsap Bnck Mason K�tsap Build�n� Ser ; Krtsap Kitsap K�tsap ' K�tsap � K�tsap K�tsap , K�tsap ' K�tsap Krtsap K�tsap F Kitsap `K�tsap `Kitsap t�,.�__.. � K�tsap D�vers £� Tenders Kitsap Dred�e Workers Krtsap Dred�,e Workers � Journey Level Journey Level Bnck And Biock Fimsher Journey Level Po�nter-Caulker-Cleaner Jamtor Shampooer Waxer Wmdow Cleaner Journey Level Acoustual Worker Bndge, Dock And Wharf Carpenters Carpenters on Stat� Creosoted Matenal Floor Fimsher Floor Layer Scaffold Erector Journev Level D�ver Drver On Standby D�ver Tender Surface Rcv �t Rov Opera Surface Rcv £t Rov Opera Tender Ass�stant Engineer Ass�stant Mate (Deckhan httns //fortress wa �ov/lru/wa�elookup/prvWagelookup aspx $41.69 5D $30 34 $43.26 5A $50.12 5A $50 12 5A $9.19 $9 19 $9.19 $13.22 $23 72 $50.82 5D $50 82 5D $50 82 5D Tools $50 95 5D $50 92 5D $50.82 5D $50.82 5D $50.82 5D $51 18 7A $100 28 5D $56 68 5D $52.23 5D tor $52.23 5D tor $48 67 5A $53 00 5D d) $52 58 5D artime Note 1H s 1 1M 1M � 1M 1 1 � 1 1 � 1M � 1M 1M � 1M 1M 1M 1M 1M 1M 1 M 8A 1M 1M 1M 1B 3F � � 11 /8/2013 K�tsap Dredge Workers K�tsap Dred�e Warkers �Kitsap Dred�e Workers K�tsap �rywatt Appluator ,K�tsap Drywalt Tapers K�tsap Electncai F�xture Mamtei Workers K�tsap Electnc�ans - lns�de K�tsap Etectnc�ans - Motor ShaQ K�tsap Electnc�ans - Motor Shop K�tsap Electnc�ans - Powerl�ne Construct�on K�tsap Etectncians - Powerl�ne Construct�on K�tsap Etectnc�ans - PowerE�ne Construction �K�tsap Etectnc�ans - Powerhne Construct�on \ K�tsap Etectnc�ans - Powerline Construct�on ,K�tsap Electr�c�ans - Powert�ne Construct�on Kitsap Eleetnc�ans - PowerE�ne Construct�on K�tsap Electnc�ans - Powert�ne Construct�an � K�tsap Etectron�c Techn�c�ans �K�tsap Etevator Constru�tors K�tsap Elevator Construc�ars K�tsap Fabricated Precast Concr K�tsap �"ence Erectars K�tsap Fence Erectnrs K�tsap Ftag�ers K�tsap Glaz�ers �Kitsap Heat Ft Frost Insutators And Asbestos Workers Krtsap Heatin Equ� mer�t Mecham Kitsap intand Boatmen K�tsap Boatmen Engineer Welder Leverman, Hydraulic Otiler Journey Level Journey Level Journey Level Journev Level Journey Level Cable Spl�cer Cert�fied Lme Welder Groundperson Heavy L�ne Equ�pment Operator Journey Level L�neperson L�ne Equ�pment Operator Pole Sprayer Powderperson Journey Level Mecharnc Mecharnc In Charge Journey Level - In-Factory Work Only Fence Erector Fence Laborer Journey Level Journey Level Journeyman Journey Level Journey Level Journey Level Boat Operator Cook Deckhand Deckhand En�meer $52.30 5D $54 04 5D $55.17 5D $52.30 5D $52.58 5D $50.82 5D $49.79 5P $31.74 $51 26 $15.37 $14.69 $66.43 5A $60 75 5A $42.36 5A $60 75 5A $60.75 5A $51.05 5A $60 75 5A $45 39 5A $44 78 7E $77 70 7D $84 24 7D $13 50 $13.80 $11.60 $35.34 7A $53 76 7L $58 93 5J $69.37 7F $42 99 7A $9 24 $52 51 5B $48 89 5B $49 13 5B $50 12 56 Page 2 of 17 3F � � 3F 3F 1H 1E 1 1 1 1 4A 4A 4A 4A 4A 4A 4A 4A 1D a � 4A 1 1 1 2Y 1Y 1S 1E 2Y 1 1K 1K 1K https //fortress wa gov/hu/wagelookup/prvWagelookup aspx 11/8/2013 � 1 ' � � � ' ' ' ' ' , � ' � ' � ' ' � K�tsap ir�tand Boatmen Launch Operator $51 34 56 ° K�tsap Inland 8oatmen Mate $51.34 5B �Kitsap Insaect�on/Clean�ng/Seal�nQ Of Cleaner Operator, Foamer $9 73 Sewer i� Water Sarst ,ems By Operator Remote Cantrol K�tsap Ins�ect�anlCtearnnQ/Seal�n� Of Grout Truck Operator $11.48 Kitsap K�tsap � K�tsap � K�tsap K�tsap K�tsap K�tsap K�tsap Laborers Kitsap Laborers � K�tsap Laborers Kitsap Labarers Kitsap Laborers K�tsap Laborers K�tsap K�tsap A K�tsap � Kitsap K�tsap Kitsap n K�tsap � K�tsap � Kitsap K�tsap � K�tsap , Krtsap K�tsap Head Operator $12.78 Tv Truck Operator $24.17 Journey Level $50 82 5D Journeyman $59.77 7N Air, Gas Or Electnc V�brat�ng $41.69 7A Screed Airtrac Dnll Operator $42.99 7A Ballast Regular Machine $41 69 7A Batch We�ghman $35.34 7A Bnck Pavers $41 69 7A Brush Cutter $41.69 7A Brush Hog Feeder $41.69 7A Burner $41 69 7A Caisson Worker $42 99 7A Carpenter Tender $41.69 7A Caulker $41.69 7A Cement Dumper-pav�ng $42 46 7A Cement Fm�sher Tender $41.69 7A Change House Or Dry Shack $41.69 7A Chipp�ng Gun (under 30 Lbs.) $41.69 7A Chipping Gun(30 Lbs And $42 46 7A Over) ChokerSetter $41.69 7A Chuck Tender $41 69 7A Clary Power Spreader $42.46 7A Clean-up Laborer $41 69 7A Concrete Dumper/chute $42.46 7A Operator Concrete Form Stnpper $41 69 7A Concrete Placement Crew $42.46 7A Concrete Saw Operator/core $42 46 7A Dnller CrusherFeeder $35.34 7A Cunng Laborer $41.69 7A Demol�tion: Wreck�ng £t Movmg $41 69 7A https //fortress wa gov/lru/wagelookup/prvWagelookup aspx Page 3 of 17 1K 1K 1 1 1 1 1M 10 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y F � r � � € � 11/8/2013 Page 4 of 17 �K�tsap Laborers Kitsap Laborers �Krtsap Laborers , Kitsap Laborers Kitsap Laborers K�tsap Laborers Kitsap Laborers ,Kitsap Laborers K�tsap Laborers �K�tsap Labvrers Kitsap � Krtsap �K�tsap Laborers K�tsap Laborers K�tsap Laborers K�tsap Laborers K�tsap Laborers mKitsap Laborers � ,K�tsap Laborers K�tsap Laborers K�tsap Laborers Kitsap Laborers K�tsap Laborers �K�tsap Laborers Kitsap Labarers K�tsap Laborers < K�tsap Laborers Kitsap Laborers �Kitsap Laborers Kitsap Laborers , Kitsap �aborers �Krtsap L.abarers (�ncL Charred Matenal) D�tch Digger $41.69 7A Diver $42.99 7A DnllOperator $42.46 7A (hydraul�c,d�amond) Dry Stack Walls $41.69 7A Dump Person $41.69 7A Epoxy Techmcian $41 69 7A Erosion Control Worker $41 69 7A Faller £t Bucker Chain Saw $42.46 7A F�ne Graders $41.69 7A F�rewatch $35.34 7A Form Setter $41.69 7A Gab�an Basket Builders $41 69 7A General Laborer $41.69 7A Grade Checker � Transit $42 99 7A Person Gnnders $41.69 7A Grout Machine Tender $41 69 7A Groutmen (pressure)�ncluding $42 46 7A Post Tens�on Beams Guardrail Erector $41.69 7A Hazardous Waste Worker (level $42 99 7A A) Hazardous Waste Worker (level $42 46 7A B) Hazardous Waste Worker (level $41 69 7A C) H�gh Scaler $42.99 7A Jackhammer $42.46 7A Laserbeam Operator $42.46 7A Ma�ntenance Person $41 69 7A Manhole Bu�lder-mudman $42 46 7A Matenal Yard Person $41 69 7A Motorman-dinky Locomotrve $42 46 7A Nozzteman (concrete Pump, $42.46 7A Green Cutter When Usmg Comb�nation Of High Pressure Arr £t Water On Concrete �t Rock, Sandblast, Gumte, Shotcrete, Water Bla Pavement Breaker $42.46 7A P►lot Car $35 34 7A P�pe Layer Lead $42 99 7A Pipe Layer/ta�lor $42.46 7A Pipe Pot Tender $42.46 7A P�pe Reliner $42.46 7A 2Y � 2Y 2Y 2Y 2Y � 2Y ' 2Y 2Y � � 2Y 2Y 2Y � 2Y � 2Y � 2Yfr 2Y � 2Y ` 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y https //fortress wa gov/lni/wagelookup/prvWagelookup aspx 11/8/2013 II' I' � I� � � ' I �� r � , , , � � � ' i I � ' � ' Kitsap Laborers K�tsap Laborers K�tsap Laborers , Kitsap Labarers �Kitsap Laborers �K�tsap Laborers � K�tsap Laborers K�tsap Laborers K�tsap Laborers �K�tsap Laborers K�tsap Laborers � K�tsap Labarers K�tsap Laborers K�tsap �aborers ; K�tsap Labor�rs � K�tsap Laborers � K�tsap Laborers K�tsap Laborers K�tsap Laborers Kitsap L.aborers � � K�tsap Laborers Kitsap Laborers � ;Krtsap Laborers K�tsap Labarers Kitsap Laborers �Kitsap Laborers K�tsap Laborers Kitsap Labarers °Kitsap Laborers � Kitsap Laborers Kitsap Laborers �Kitsap Laborers Kitsap Labarers Kitsap Laborers K�tsap Labarers P�pe Wrapper �41.46 iA PotTender $41.69 7A Powderman $42 99 7A Powderman's Helper $41.69 7A Power Jacks $42.46 7A Railroad Spike Puller - Power $42 46 7A Raker - Asphalt $42.99 7A Re-timberman $42 99 7A Remote Equ�pment Operator $42.46 7A R�gger/signal Person $42.46 7A R�p Rap Person $41.69 7A R�vet Buster $42 46 7A Rodder $42.46 7A Scaffold Erector $41 69 7A Scale Person $41.69 7A Sloper (over 20") $42 46 7A Sloper Sprayer $41 69 7A Spreader(concrete) $42 46 7A Stake Hopper $41 69 7A Stock Piler $41 69 7A Tamper £t S�m�lar Electnc, Air $42.46 7A �t Gas Operated Tools Tamper (mult�ple ft Self- $42.46 7A propelled) T�mber Person - Sewer (lag�er, $42.46 7A Shorer £t Cnbber) Toolroom Person (at Jobsite) $41.69 7A Topper $41 69 7A Track Laborer $41.69 7A Track L�ner (power) $42 46 7A Traff�c Control Laborer $37 79 7A Traff�c Control Supernsor $37 79 7A Truck Spotter $41 69 7A Tugger Operator $42.46 7A Tunnel Work-Compressed Air $60 06 7A Worker 0-30 psi Tunnel Work-Compressed Air $65.09 7A Worker 30 01-44 00 ps� Tunnel Work-Compressed A�r $68.77 7A Worker 44.01-54.00 ps� Tunnel Work-Compressed Air $74.47 7A Worker 54 01-60 00 ps� Tunnel Work-Compressed Air $76.59 7A Worker 60 01-64 00 psi Tunnel Work-Compressed Air $81 69 7A Worker 64.01-68.00 psi httns //fortress wa �ov/Iru/wagelookup/prvWagelookup aspx Page 5 of 17 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y � � 2Y 2Y k 2Y s 2Y � ' 2Y ° 2Y � 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 8R 8R � � � � � E � � � 11/8/2013 Page 6 of 17 Kitsap t Kitsap � K�tsap K�tsap � K�tsap � K�tsap Tunnel Work-Compressed Air Worker 68.01-70.00 psi Tunnel Work-Compressed A�r Worker 70.01-72.00 psi Tunnel Work-Compressed A�r Worker 72.01-74.00 ps� Tunnel Work-Guage and Lock Tender Tunnel Work-Miner V�brator Vmyl Seame� Watchman Welder Well Point Laborer Window Washer/cleaner General Laborer ft Topman $83.59 7A $85.59 7A $87.59 7A $43.09 7A $43 09 7A $42.46 7A $41 69 7A $32.12 7A $42.46 7A $42 46 7A $32 12 7A $41.69 7A $42.46 7A $9.25 $10.05 $12.92 $21.00 $50 12 5A $26.96 $9.19 $13 83 $13.83 $44.89 $11.56 $11.56 $11.56 $11.56 � $9.40 $11.56 $11.56 $11.56 $36.64 6Z $51.07 5D $49.29 7� $9.19 $61.57 5A 2Y 1H 1H 2Y 2Y � � � > � Ki Kt K�tsap Laborers �K�tsap Laborers - Under��ound � Ft Water Kitsap Laborers - Under�round £� Water �Kitsap Landscape Construction � K�tsap Landscape Construct�on u K�tsap Landsca�e Construction � �Kitsap Lathers P�pe Layer Irngation Or Lawn Spnnkler Installers Landscape Equ�pment Operators Or Truck Dnvers Landscap�ng Or Plantmg Laborers JOURNEY LEVEL Journev Level K�tsap i�Aetal Fabr�catian (In Shop) F�tter \ K�tsap Metal Fabncat�on (In Shopl Laborer jK�tsap Metat Fabncation �ln Sho[�) MacMne Operator �K�tsap Metal Fabr�cation (In Shop) Welder 'K�tsap Mittwn�ht Journey Level K�tsap Modular Buildm�s Cab�net Assembly �K�tsap Modutar Bu�ldmQS Electnaan �Kitsap Moduiar Buitd�n�s Equ�pment Maintenance K�tsap Modutar Build�nQS Plumber yK�tsap Modular Bu�ldmQS Product�on Worker �K�tsap Modular Bu�ldm�s Tool Ma�ntenance �K�tcwn Mnciular Bu�td�n�s Ut�lttY Pet'SOn �^-r K�tsap Pa�nters K�tsap P�Ee Dnver �Kitsap Plasterers ° K�tsap Pta�, rounc Instatters �K�tsap Plumbers f Level Level Level Level Level https //foriress wa gov/lru/wagelookup/prvWagelookup aspx 1Y ' 2Y 2Y 2Y � � 2Y 2Y 2Y 1 1 1 � � 1M 1 1 � 1 � 1 < 1 ` 1 1 1 1 1 2B � i 1 11 /8/2013 Page 7 of 17 ' � ' ' ' , ' , ' � ' , , ' ' � ' , ' Kitsap Power Eau�pment Operators Asphalt Plant Operators $53 49 7A Kitsap Power Epu�pmer�t Operators Assistant Engineer $50.22 7A Kitsap Power Eau�prr�ent Operators Barner Mach�ne (rpper) $53.00 7A � Kitsap Power Equ� ment C3peratars Batch Plant Operator, $53 00 7A � Concrete �K�tsap Prawer Equ�[�ment Operators Bobcat $50.22 7A FK�tsap Power Eau�t�ment Operators Brokk - Remote Demol�t�on $50 22 7A Equipment �K�tsap Power EQU�prment Operators Brooms $50 22 7A K�tsap Power Equ�pment Operatars Bump Cutter $53.00 7A �Kitsap Power Epu�prr�enfi O�erators Cableways $53 49 7A �K�tsap Power Equ��rr�ent C?perators Ch�pper $53 00 7A r �K�tsap Power Eaurpment Operators Compressor $50 22 7A >Kitsap Power Equ��menfi C}perators Concrete Pump• Truck Mount $53.49 7A With Boom Attachment Over 42 M � Kitsap Power E uipment O�rerators Concrete F�msh Mach�ne -laser $50 22 7A Screed �Kitsap Power Epuipment Operatars Concrete Pump - Mounted Or $52 58 7A Tra�ler High Pressure L�ne Pump, Pump H�gh Pressure. K�tsap Power Eau�pment (3perators Concrete Pump: Truck Mount $53 00 7A W�th Boom Attachment Up To 42m aK�tsap Power Equ�r�ment Operators Conveyors $52 58 7A K�tsap Power Equ�pment 0 erp ators Cranes. 20 Tons Through 44 $53 00 7A Tons W�th Attachments F Kitsap Power Epu�pment Operators Cranes: 100 Tons Through 199 $54 04 7A ° Tons, Or 150' Of Boom ' (Includ�ng J�b Wrth � Attachments) K�tsap Power Eau�pment Operatars Cranes: 200 Tons To 300 Tons, $54.61 7A Or 250' Of Boom (including J�b � With Attachments) 'K�tsap Power Eau�t�ment �perators Cranes• 45 Tons Through 99 $53.49 7A � Tons, Under 150' Of Boom (including J�b Wrth Attachments) �K�tsap Pawer Equ�pment Operatars Cranes: A-frame - 10 Tons And $50.22 7A Under Kitsap Power Eau�pment Operators Cranes Fnction 100 Tons $54.61 7A Through 199 Tons f K�tsap Pawer Equ�pment �perators Cranes• Fnction Over 200 Tons $55 17 7A � K�tsap Power Epu�oment Or�eraCors Cranes Over 300 Tons Or 300' $55.17 7A F Of Boom (includ�ng J�b W�th Attachments) = Kitsap Power Equ�pment Operators Cranes• Through 19 Tons W�th $52.58 7A Attachments A-frame Over 10 � Tons �Kitcan Pnwer Ea��r�ment ODerators Crusher $53.00 7A https.//fortress wa gov/liu/wagelookup/prvWagelookup aspx 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P � 8P 8P 8P ; 8P � 8P � 8P ` 8P � 8P � � 8P 8P 8P 8P 8P � 8P � 3C 8P = 3C 8P = - 3C 8P � 3C 8P � 3C 8P � � 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C � 8P 11/8/2013 Page 8 of 17 K�tsap �Power Equipment 0 erp ators K�tsap �Krtsap Kitsap K�tsap K�tsap K�tsap K�tsap K�tsap K�tsap a K�tsap � K�tsap K�tsap � K�tsap Power Equ�pment O�erators � �Kitsap Power Epu�pment Operators K�tsap K�tsap Power Eau�pmer�t Operators � Kitsap Power Equi�ment Operators �Kitsap Power Equ��ment OQerators K�tsap Power Equ�pment Operators K�tsap Power Equ�pment Operators K�tsap Power Equipment Operators `K�tsap Pawer Eq,ui,�rnent Operators K�tsap K�tsap K�tsap K�tsap K�tsap Deck Eng�neer/deck Winches $53 00 (power) Derncks, On Bu�ld�ng Work $53.49 Dozers D-9 &t Under $52 58 Dnll O�lers: Auger Type, Truck $52 58 Or Crane Mount Dnll�ng Mach�ne $53 00 Elevator And Man-lift. $50.22 Permanent And Shaft Type F�msh�ng Mach�ne, B�dwell And $53.00 Gamaco £t Similar Equipment Forkl�ft. 3000 Lbs And Over $52 58 W�th Attachments Forkl�fts: Under 3000 Lbs. With $50 22 Attachments Grade Eng�neer: Us�ng Blue $53.00 Pnnts, Cut Sheets, Etc Gradechecker/stakeman $50.22 Guardra�l Punch $53.00 Hard Ta�t End Dump $53.49 Art�culat�ng Off- Road Equipment 45 Yards £t Over Hard Ta�l End Dump Art�culatmg Off-road Equ�pment Under 45 Yards 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A $53.00� 7A Honzontal/d�rectional Dnll $52.58 Locator Honzontal/d�rect�onal Dnll $53.00 Operator Hydral�fts/boom Trucks Over $52.58 10 Tons Hydralifts/boom Trucks, 10 $50.22 Tons And Under Loader, Overhead 8 Yards. ft $54.04 Over Loader, Overhead, 6 Yards. But $53.49 Not Includ�ng 8 Yards Loaders, Overhead Under 6 $53.00 Yards Loaders, Plant Feed $53.00 Loaders Elevating Type Bett $52.58 Locomotrves, All $53.00 Matenal Transfer Dev�ce $53 00 Mecharncs, All (leadmen - $54.04 $0.50 Per Hour Over Mechamc) Motor Patrol Grader - Non- $52.58 fimsh�ng Motor Patrol Graders, Fimshing $53.49 Muck�ng Machme, Mole, Tunnel $53.49 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 3C 3C 3C 3C 3C 3C 3C 3C 3C � 8P gp E 8P = 8P � 8P � 8P 8P � 8P 8P � � 3C 8P 3C 8P 3C 8P � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P � 8P ' 8P 8P 8P ' 8P 8P � 8P 8P 8P ' _ � 8P 8P 8P Y https•//fortress wa gov/lru/wagelookup/prvWagelookup aspx 11/8/2013 , � ' , ' ' , ' , 1 ' � � � � � � ' ' I Dnll, Bonng, Road Header And/or Sh�eld K�tsap Pawer Eau��ment Operators O�l Distnbutors, Blower $50 22 7A D�stnbution �t Mulch Seeding �Krtsap Power Equ�pment Operators zK�tsap Power Equ�pment Ot�erators 'Kitsap Power Er�u�pment Uperators � Kitsap Power Eq,u�pment O�erators � K�tsap Kitsaa � K�tsap � K�tsap $ Kitsap � K�tsap Kitsap IPower Equ�r�ment Operators � Outside Ho�sts (elevators And $52.58 7A Manlifts), A�r Tuggers,strato Overhead, Bndge Type Crane• $53 00 7A 20 Tons Through 44 Tons Overhead, Bndge Type 100 $54.04 7A TonsAnd Over Overhead, Bndge Type• 45 $53.49 7A Tons Through 99 Tons Pavement Breaker $50 22 7A P�le Dnver (other Than Crane $53.00 7A Mount) Plant O�ler - Asphalt, Crusher $52.58 7A Posthole D�gger, Mecharncal $50.22 7A Power Plant $50 22 7A Pumps - Water $50 22 7A Quad 9, Hd 41, D10 And Over $53.49 7A Quuk Tower - No Cab, Under $50.22 7A 100 Feet In He�ght Based To Boom Remote Control Operator On $53.49 7A Rubber Tired Earth Mov�ng Kitsap Power Equipment Uperators Krtsap Pawer Eauapment O�erators � K�tsap Power Eaupment Operators K�tsap Power Ec�ui�ment C�perators K�tsap Kitsap � K�tsap � Kitsap � Krtsap � K�tsap Kitsap K�tsap � � K�tsap R�gger And Bellman $50.22 7A Rollagon $53.49 7A Roller, Other Than Plant M�x $50 22 7A Roller, Plant Mix Or Multi-lift $52.58 7A Matenals Roto-m�ll, Roto-gnnder $53.00 7A Saws - Concrete $52.58 7A Scraper, Self Propelled Under $53.00 7A 45 Yards Scrapers - Concrete ft Carry All $52.58 7A Scrapers, Self-propelled• 45 $53 49 7A Yards And Over Service Eng�neers - Equ�pment $52.58 7A Shotcrete/gumte Equ�pment S50.22 7A Shovel, Excavator, Backhoe, $52 58 7A Tractors Under 15 Metnc Tons. Shovel, Excavator, Backhoe• $53.49 7A Over 30 Metnc Tons To 50 Metnc Tons Shovel, Excavator, Backhoes, $53.00 7A Tractors. 15 To 30 Metnc Tons httns //fortress wa �ov/lru/wa�elookup/prvWagelookup aspx Page 9 of 17 3C � 8P 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P — � 8P � 8P $ 8P � 8P 8P 8P ` 8P 8P 8P 8P , 8P � 8P r 8P � 8P 8P 8P r 8P � 8P t 8P 8P 8P 8P � 8P 11/8/2013 � Kitsap 5 Kitsap K�tsap K�tsap K�tsap K�tsap Kitsap Kitsap ; Kitsap � Kitsap K�tsap �Power Ec�u�pr�er�t Operatars Kitsap �Power Equ�pment Operators Kitsap ' Kitsap K�tsap K�tsap Kitsap � � K�tsap K�tsap Shovel, Excavator, Backhoes• Over 50 Metnc Tons To 90 Metnc Tons $54.04 � 7A Shovel, Excavator, Backhoes $54 61 Over 90 Metnc Tons Sl�pform Pavers $53.49 Spreader, Tops�der £t $53.49 Screedman Subgrader Tnmmer $53.00 Tower Bucket Elevators $52.58 Tower Crane Over 175'm $54 61 He�ght, Base To Boom Tower Crane Up To 175' In $54.04 He�ght Base To Boom Transporters, All Track Or $53 49 Truck Type Trench�ng Machines $52.58 Truck Crane Oiler/dnver - 100 $53.00 Tons And Over Truck Crane Oiter/dnver Under $52.58 100 Tons Truck Mount Portable Conveyor $53.00 Welder $53.49 Wheel Tractors, Farmall Type $50.22 Yo Yo Pay Dozer $53.00 Asphalt Plant Operators $53.49 _ Ass�stant Engineer $50.22 _ Barner Machine (rpper) $53.00 _ Batch Plant Operator, $53.00 � Concrete _ Bobcat $50.22 _ Brokk - Remote Demolit�on $50 22 � Equipment _ Brooms $50.22 Kitsap Pawer E ui mer�t 0 eratars- Bump Cutter $53.00 Under�round Sewer &t Water �Kitsap Power E ui ment Q erators- Cableways $53 49 � Under�round Sewer &t Water �Kitsap Power Equ�pment Operatars- Chipper $53 00 Underground Sewer � Wa�er , Kitsap Power Eau��ment Operators- Compressor $50.22 Underground 5ewer &r. Water Kitsap Power Equipment Operators- Concrete Pump. Truck Mount $53.49 Under�round__Sewer Fx Water W�th Boom Attachment Over 42 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page 10 of 17 3C I 8P � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P � 8P 8P 8P � 8P 8P 8P 8P 8P 8P oe > 8P 8P � 8P 8P � 8P � � 8P ' 8P y 8P 8P 8P � 8P � 8P k � 8P � https //fortress wa gov/lru/wagelookup/prvWagelookup aspx 11/8/2013 ' ' ' , ' , � ' ' , ' � ' ' ' ' ' ' ' K�tsap Power E ui ment O erators- Underground Sewer £t Water Kitsap Pawer Equa[�ment Operators- � Underground Sewer � Water Kitsap Powe� Epuipment Operators- n Underg,round Sewer � Water a K�tsap Power Equ�pment Operators- ` Under�round Sewer �. Water K�tsap Pawer £qu��ment O�erators- � Under�round Sewer £� Water K�tsap Pawer Equiprr�ent Operators- Under�round Sewer �t Water Kitsap K�tsap � Kitsap K�tsap � ; Krtsap K�tsap �Power Equ�pment Operators- Krtsap �Power Ec�pment Operators- Kitsap F K�tsap � K�tsap ; K�tsap K�tsap � K�tsap K�tsap K�tsap Concrete F�rnsh Mach�ne -laser $50 22 7A Screed Concrete Pump - Mounted Or $52 58 7A Tra�ler High Pressure Line Pump, Pump High Pressure. Concrete Pump: Truck Mount $53.00 7A W�th Boom Attachment Up To 42m Conveyors $52.58 7A Cranes: 20 Tons Through 44 $53.00 7A Tons With Attachments Cranes: 100 Tons Through 199 $54.04 7A Tons, Or 150' Of Boom (tncluding J�b With Attachments) Cranes. 200 Tons To 300 Tons, $54.61 7A Or 250' Of Boom (�nclud�ng J�b W�th Attachments) Cranes: 45 Tons Through 99 $53 49 7A Tons, Under 150' Of Boom (includ�ng J�b W�th Attachments) Cranes• A-frame - 10 Tons And $50 22 7A Under Cranes Fnction 100 Tons $54.61 7A Through 199 Tons Cranes. Fnct�on Over 200 Tons $55 17 7A Cranes: Over 300 Tons Or 300' $55.17 7A Of Boom (mdud�ng Jib Wrth Attachments) Cranes: Through 19 Tons With $52 58 7A Attachments A-frame Over 10 Crusher $53 00 7A Deck Eng�neer/deck W�nches $53 00 7A (power) Derncks, On Bu�ldmg Work $53.49 7A Dozers D-9 � Under $52.58 7A Dntl O�lers: Auger Type, Truck $52.58 7A Or Crane Mount Dniting Mach�ne $53 00 7A Elevator And Man-lift• $50 22 7A Permanent And Shaft Type F�msh�ng Mach�ne, Bidwell And $53.00 7A https //fortress wa gov/lru/wagelookup/prvWagelookup aspx Page 11 of 17 3C 3C � 8P � � 8P 3C � 8P ' 3C 3C 3C 8P 8P 8P � � 3C � 8P 3C � 8P ' 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P � 8P t � 8P 8P � 8P 8P 8P 8P , 8P 8P � 8P 8P E 8P ' — � 11 /8/2013 Page 12 of 17 Underground Sewer 6t Water Gamaco �t Sim�lar Equ�pment K�tsap Power Equ�pmer�t O�erators- Forkltft: 3000 Lbs And Over $52.58 Underuround Sewer £x Water W�th Attachments K�tsap Power Equ�prnent Operatt�rs- Forkl�fts: Under 3000 Lbs With $50.22 Underground Sewer � Wa��r Attachments Kitsap Power Eq,ui .Lment Operators- Grade Engineer. Us�ng Blue $53 00 Under�round 5ewer & Water Pnnts, Cut Sheets, Etc K�tsap Power E�au�pment Operators- Gradechecker/stakeman $50 22 Under�round Sewer �t Water K�tsap Pawer Equ�pment Operators- Guardra�l Punch $53 00 Under �round Sewer &c Water K�tsap Power Eauipment Operators- Hard Ta�l End Dump $53.49 Under round Sewer Fr Water Art�culat�ng Off- Road Equipment 45 Yards tt Over 4K�tsap Pawer Equ��ment Operators- Hard Ta�l End Dump Under�raund Sewer &t Water Articulatmg Off-road � Equ�pment Under 45 Yards 7A 7A 7A 7A 7A 7A $53.00� 7A �K�tsap Power Equ��ment Operators- HonzontaVd�rect�onal Dnll $52.58 Under �raund Sewer £t Water Locator K�tsap Pawer Egu�pment a�erators- HonzontaVd�rect�onal Dnll $53.00 � Underqround Sewer � Water Operator �K�tsap Power E u�pment Operators- Hydral�fts/boom Trucks Over $52 58 Under�round Sewer Et Water 10 Tons K�tsap Power Er�uinrrr�enC Q erators- Hydral�fts/boom Trucks, 10 $50.22 � Under�,round Sewer £c Water Tons And Under Krtsap Pawer Ec�u�pment Operators- Loader, Overhead 8 Yards �t $54 04 Underground Sewer £t_Water Over K�tsap Power Eaui�ment Operators- Loader, Overhead, 6 Yards But $53.49 Under�round Sewer £� Wates Not Includmg 8 Yards �Krtsap Power Equ�pment O�erators- Loaders, Overhead Under 6 $53.00 � Under�,round Sewer �t Water Yards �Krtsap Power,E�c uapment Operators- Loaders, Plant Feed $53.00 � UnderQround Sewer &t Water K�tsap Power Equ�pment Operators- Loaders: Elevating Type Belt $52.58 � Ur►derground 5ewer �t Water �K�tsap Power Eau�qment �perators- Locomotrves, All $53 00 Under�raund Sewer �t Water K�tsap Power Equ�pment OQerators- Matenal Transfer Dev�ce $53.00 Undereround Sew�r Ft Wafer K�tsap Power Equ�,pment Operators- Mecharncs, All (leadmen - $54.04 Under round Sewer Et Water $0.50 Per Hour Over Mechamc) K�tsap Power Ec�u�prnent Operators- Motor Patrol Grader - Non- $52.58 r � Underground Sewer �t Water f�mshing �K�tsap Power Epu�ment C}perators- Motor Patrol Graders, F�msh�ng $53.49 Underground Sewer &t Water K�tsap Power Equ��ment �perators- Mucking Mach�ne, Mole, Tunnel $53.49 � Under�rounti Sewer Ft Water Dnll, Bonng, Road Header � And/or Shield K�tsap Power E uipment �aerators- Oil D�stnbutors, Blower $50.22 Undereround Sewer &t Water D�stnbution �t Mulch Seedmg . 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P , 8P 8P 8P � 8P 8P 8P � 8P ` 8P � 8P 8P � 8P 8P 8P ' 8P 8P 8P 8P 8P 8P 8P https //fortress wa gov/lm/wagelookup/prvWagelookup aspx 11/8/2013 , ' ' � � ' ' ' ' � , ' ' � 1 ' , � , K�tsap Power Equ�pr°r�ent Operators- Outs�de Ho�sts (elevators And $52.58 7A Under�round Sewer tx Water Manlifts), A�r Tuggers,strato Krtsap Power Equ�pment O�erafiors- Overhead, Bndge Type Crane. $53.00 7A Under�round Sewer ft Water 20 Tons Through 44 Tons K�tsap Power Equ�pment a a�erators- Overhead, Bndge Type 100 $54 04 7A ; Under�round Sewer Er Water Tons And Over �Kitsap Power EQU�pment OQerators- Overhead, Bndge Type 45 $53 49 7A Underground Sewer 6t Water Tons Through 99 Tons �Kitsap Power EQU�prr�ent Operators- Pavement Breaker $50.22 7A r � Under�round Sewer & Water �K�tsap Power E ui rr�ent O erators- Pile Dnver (other Than Crane $53 00 7A � Under�round Sewer Et Water Mount) 'Kitsap Pawer Equ�pment Operators- Plant Oiler - Asphalt, Crusher $52 58 7A � Under�rnund Sewer &t Water �K�tsap Power Eau��ment Operators- Posthole D�gger, Mechamcal $50.22 7A ' Unde�round Sewer �t Water K�tsap Power Eau�pment t3perators- Power Plant $50.22 7A Undereround Sewer &t Water K�tsap Power Ec�u�pment Orrerators- Pumps - Water $50 22 7A Under�round Sewer £t Water �Kitsap Power Epua�ment l�perators- Quad 9, Hd 41, D10 And Over $53.49 7A � Under�raund Sewer � Water K�tsap Power Equ, �pme�t Operators- Quick Tower - No Cab, Under $50.22 7A Under�round Sewer t� Water 100 Feet In He�ght Based To � Boom �K�tsap Power Ec�u�pment �perators- Remote Control Operator On $53 49 7A Underaround Sewer & Water Rubber T�red Earth Moving Equ�pment K�tsap Power F�u�mer�t O�erators- R�gger And Bellman $50 22 7A Under�round Sewer Ft Water �Krtsap Power�uipment Operators- Roltagon $53 49 7A Unde�round Sewer St Water K�tsap Power Equ�pment Operators- Roller, Other Than Plant Mix $50 22 7A Under�round 5evver � Water �Kitsap Power Equ��ment Operators- Roller, Plant M�x Or Mult�-l�ft $52 58 7A 5 Under�round Sewer &t Water Matenals Krtsap Power Eau�t�ment Operatars- Roto-m�ll, Roto-gnnder $53 00 7A Under�round Sewer 8 Water Kitsap Pawer Equ�pment Operators Saws - Concrete $52.58 7A � Underground Sewer £x Water �Kitsap Power Eau�pment Operators- Scraper, Self Propetled Under $53.00 7A UndPrground Sewer �t Water 45 Yards K�tsap Power Equ��ment Oaeratars- Scrapers - Concrete £t Carry All $52.58 7A Under�round Sewer £t Water �Kitsap Power Equ�pmer�t Operators- Scrapers, Self-propelled• 45 $53 49 7A Under�round Sewer £z Water Yards And Over Kitsap Power Equ�ment Operators- Sernce Engineers - Equipment $52.58 7A � Under�round Sewer �t Water 'Kitsap Power Equ�pment Operators- Shotcrete/gumte Equ�pment $50.22 7A https //fortress wa gov/ltu/wagelookup/prvWagelookup aspx Page 13 of 17 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P ° � 8P ` 8P 8P 8P ; 8P , 8P 8P 8P 8P F ' 8P ' 8P _ � 8P F 8P 8P � 8P 8P 8P 8P 8P � 8P 8P 8P 8P 11/8/2013 Page 14 of 17 K�tsap Power Equ�prr�ent O�erators- Shovel , Excavator, Backhoe, � UnderQround Sewer � Water Tractors Under 15 Metnc Tons �K�tsap Pov�rer E u� ment 0 eratnrs- Shovel, Excavator, Backhoe Underground Sewer �t Water Over 30 Metnc Tons To 50 � Metnc Tons Kitsap Power Equ�pment Operators- Shovel, Excavator, Backhoes, � Under�,round Sewer &c Water Tractors. 15 To 30 Metnc Tons K�tsap Power E u�pment Operators- Shovel, Excavator, Backhoes• � Under�round Sewer &t Water Over 50 Metnc Tons To 90 Metnc Tons $52 58 7A 3C $53 49 7A 3C $53.00 7A 3C $54.04 7A 3C �K�tsap Power__Equi�ment Operators- Shovel, Excavator, Backhoes: $54.61 UnderQround Sewer 8 Water Over 90 Metnc Tons K�tsap Power Equipment Operators- Sl�pform Pavers $53.49 Under�round Sewer £t Water \ K�tsap Power E�pment Operators- Spreader, Tops�der �t $53.49 , Undereround Sewer £� Water Screedman �K�tsap Power Equipment Operators- Subgrader Tnmmer $53 00 Under�round Sewer £t Water K�tsap Power Ecru�pmenfi Operators- Tower Bucket Elevators $52.58 ` Under�round Sewer �. Water K�tsap Power Equ��ment C}perators- Tower Crane Over 175'in $54 61 Under�round Sewer Et Wa�er He�ght, Base To Boom �Krtsap Power Ec�uipment Operators- �ower Crane Up To 175' In $54.04 � Under$round Sewer £t Water He�ght Base To Boom K�tsap Power Eau�[�ment Operators- Transporters, All Track Or $53 49 Under�round Sewer �t Wafier Truck Type K�tsap Power Equ��ment Oaerators- Trenchmg Machmes $52.58 Under�round 5ewer Et Water Kitsap Pawer Equ�pment Operators- Truck Crane O�ler/dnver - 100 $53.00 UnderQround Sewer �t Water Tons And Over � Kitsap Power E u� ment 0 erators- Truck Crane Oiler/dnver Under $52 58 � Under�round Sewer £t Water 100 Tons ;Kitsap Power Equ�pment Operators- Truck Mount Portable Conveyor $53 00 Under�round 5ewer £� Water K�tsap Power Equ�pment Operators- Welder $53.49 Underground Sewer & V3later Kitsap Pawer Equipmer�t Operators- Wheel Tractors, Farmall Type $50.22 Under round 5ewer Ft Water � K�tsap Pawer Epu�pment Operators- Yo Yo Pay Dozer $53.00 Under�round Sewer Et Water Kitsap Power L�ne Clearance Tree Journey Level In Charge $43.76 � Tnmmers �Kitsap Power L�ne C[earance °free Spray Person $41.51 � Tnmmers 'Kitsap Power L�ne CEearance Tree Tree Equipment Operator $43.76 Tnmmers Kitsap Power L�ne Clearance Tree Tree Tnmmer $39 10 Tnmmers 'Kitsap Power L�ne CCearance Tree Tree Tnmmer Groundperson $29 44 https //fortress wa gov/lru/wagelookup/prvWagelookup aspx 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 5A 5A 5A 5A 5A 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 4A 4A 4A 4A 4A 8P SP 8P � 8P ` � 8P 8P 8P 8P � 8P 8P � 8P � 8P , 8P 8P � 8P 8P 8P 8P � k 8P i 11/8/2013 ' ' , , ' 1 ' ' ' ' ' ' ' 1 ' , ' , � � Tnmmers Kitsap Refngerat�on Et Air � Condrt�omnQ Mecharncs �K�tsap Res�dentiat Bnck Mason � Kitsap Res�dent�at Carpenters K�tsap Res�dent�al Cement Mason, Krtsap Res�dent�at Dr�watl Appl�c� � Kitsap Res�dent�al Drvwatt Tapers �Kitsap Resident�al Electnaans �Kitsap Res�dentiat Glaz�ers �K�tsap Res�dent�at Insutat�on Appticators �K�tsap Res�dential Laborers �Kitsap Res�dent�at Marble Setters ,K�tsap Res�denhaf Pa�nters K�tsap Res�dent�al Ptumbers �t Pipefitters ;K�tsap Res�dentiat Refn�eration F Condrt�omn� Mechamcs �K�tsap Res�dent�at Sheet Metal Workers 'Kitsap Res�dent�al Soft Fioor Lave Kttsap Res�dent�at Spnnkter F�tte K�tsap � Krtsap � ^ Krtsap � K�tsap K�tsap � Ki tsap K�tsap r K�tsap � K�tsap � K�tsap ' K�tsap � K�tsap � `Kitsap K�tsap �K�tsap �S��n Makers &t instatlers Mecharnc $61.57 5A Journey Level $17 04 Journey Level $39 62 5D Journey Level $30.87 Journey Levet $39.62 5D Journey Level $20.00 Journey Level $27 00 Journey Level $53 76 7L Journey Level $13.96 Journey Level $16 89 Journey Level $17 04 Journey Level $19 52 Journey Level $21.11 Journey Level $17.64 Journey Level (F�eld or Shop) $28 95 Journey Level $19.38 Journey Level $27.74 Journey Level $50.12 5A Journey Level $9.19 Journey Level $30.26 Journey Level $31 14 Journey Level $44.21 5A Using Irntable B�tum�nous $47.21 5A Matenals Journey Levet (F�eld or Shop) $69 37 7F CARPENTER $19.29 ELECTRICIAN $25 53 Heat �t Frost Insulator $58.93 5J Laborer $19.64 MACHINIST $19.29 jOPERATOR $19.44 'Painter $36 64 6Z PIPEFITTER $19.29 RIGGER $19 29 Sheet Metal $22 21 ISHIPFITTER $19.29 WELDER/BURNER $19.29 Journey Level $20.58 https•//fortress wa gov/lni/wagelookup/prvWagelookup aspx Page 15 of 17 � 1G f 1 A�1 r 1M 1 1 1Y 1 1 1 1 1 1 1 1 1 � _ � f 1M � 1 � � 1 , � 1 � 1R � 1R � 1 1 1S 1 1 1 26 1 1 1 1 1 1 F � � 11 /8/2013 Page 16 of 17 � (ElectncaU K�tsap S�n Makers £t insfialters fNon- Journey Level S9•27 ElectncaU �K�tsap Soft Floor Layers Journey Level $42.15 K�tsap Sotar Controls For W�ndows Journey Level $10.31 QK�tsap Spnnkler Fitters (Fare Journey Level $69.59 Protect�on) K�tsap Stage R��,�nQ Mecharncs (Non Journey Level $13.23 � Structurat) K�tsap Stone Masons Journey Level $50.12 �K�tsap Street And Park�ng Lot Journey Level $16.00 � Sweeper Workers Kitsap Survevors Ass�stant Construction S�te $52.58 Surveyor K�tsap Survevors Cha�nman $52.06 =K�tsap Surveyors Construct�on Site Surveyor $53.49 \ K�tsap Tetecommumcataon Journey Level $39.57 Techmc�ans K�tsap Tetephone L�ne Constructian - Cable Spluer $36.01 ' Outs�de K�tsap Telephone L�ne Construct�on - Hole D�gger/Ground Person $20.05 � Outs�de �K�tsap Tetephone Line Construct�an - Installer (Repairer) $34 50 Outs�de K�tsap Tetephone L�ne Constructaon - Spec�al Aparatus Installer I $36.01 Outs�de '�K�tsap Teteahone Line Construct�on - Speaal Apparatus Installer II $35.27 � Outs�de Kitsap Tete�hone L�ne Construct�on - Telephone Equ�pment Operator $36.01 Outs�de (Heavy) K�tsap Tetephone L�ne Construction - Telephone Equ�pment Operator $33 47 Outs�de (L�ght) K�tsap Tetephone L�ne Construct�on - Telephone Lineperson $33.47 Outs�de K�tsap Tetephone L�ne Construct�on - Telev�s�on Groundperson $19 04 Outs�de �Kitsap Telephone Line Construct�on - Telev�s�on Lineperson/Installer $25.27 � Outside 'K�tsap Tetephone L�ne Construct�on - Television System Techmcian $30 20 Outs�de `K�tsap Tetephone L�ne Construct�on - Televis�on Techmc�an $27 09 Outs�de K�tsap Tete�hone L�ne Construct�on - Tree Tnmmer $33.47 Duts�de �K�tsap Terrazzo Workers Joumey Level $46.96 �K�tsap Tite Setters Journey Level $46.96 Kitsap T�le. Marble £t Terrazzo Journey Level $12 00 F�mshers �K�tsap Traffic Controt Stnpers Journey Level $42.33 5C 1 3D 1 1X 1 R .� https //fortress wa.gov/lni/wagelookup/prvWagelookup.aspx 5A 7A 7A 7A 7E 5A 5A 5A 5A 5A 5A 5A 5A 5A 5A 5A 5A 5A 5A � ( 1 ` _ � 3C 8P 3C 8P � 1E 26 26 26 26 26 26 26 2B 2B 26 2B 2B 2B 1M � � 3 1 1K 11 /8/2013 ' ' ' � ' ' � ' ' ' � , � � ' , ' ' ' = Kitsap Truck �nvers Asphalt M�x Over 16 Yards (W $47 91 5D WA-Jo�nt Counal 28) Kitsap Truck Dnvers Asphalt M�x To 16 Yards (W. $47.07 5D WA-Jo�nt Counc�l 28) �Kitsap Truck Dnvers Dump Truck $19.60 �Kitsap Truck �nvers Dump Truck And Tra�ler $19.60 �K�tsap Truck Dnvers Other Trucks $18.37 �K�tsap Truck �rivers Transit Mixer $20 79 �K�tsap Well Dntlers Et irn�attan Pump Imgat�on Pump Installer $13.17 � Instalters Kitsap Wetl Dniters Ft irn�at�an Pump O�ler $14 08 instalters K�tsap Well Dntters �t Irn�at�on Pump Well Dnller $14 40 Instalters https //fortress wa gov/lni/wagelookup/prvWagelookup aspx Page 17 of 17 3A 3A 1 1 1 1 1 1 8L 8L � 11/8/2013 ' � ' r ' � ' ' � , .� 'J Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determming whether a prefabricated item is "standard" or "non-standard" For items not appearmg on WSDOT's predetermined list, these cntena 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 pro�ect? If not, it is not sub�ect to RCW 39 12 If it is, go to question 2 2 Is the item fabricated on the public works �obsite� 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/fabncation plant set up for, and dedicated primarily to, the public works pro�ect� 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 fabr�cation 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 pro�ect typically an inventory item which could reasonably be sold on the general market� If not, the work is covered by RCW 39 12 If yes, go to question 6 6 Does the specific prefabricated item, generally defined as standard, have any � unusual characteristics such as shape, type of material, strength requirements, finish, etc� If yes, the work is covered under RCW 39 12 , Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330 � ' � ' ' �� Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a iist of potent�ally 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 prevading wage law, RCW 39 12 Items marked with an X m 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 descnbed in State and L&I's policy statement ITEM DESCRIPYION YES NO � Metal rectangular frames, solid metal covers, hernngbone grates, and brdirectional vaned grates for Catch Basm Types 1, 1 L, 1 P, and 2 and Concrete Inlets See Std Plans 2 Metal circular frames (rmgs) and covers, circu�ar grates, and prefabricated ladders for Manhole Types 1, 2, and 3 Drywell Types 1, 2, and 3 and Catch Basin Type 2 See Std Plans 3 Prefabncated 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 siies larger than 60 inch diameter 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 Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � , f � r— � � � � � � i � � � � � i � I i � � , � r � ' � �J � ;-J � ' L� � ' ' ' 1–, � ' ' � � ' � � � � � � ' ' � � , r r ' ITEM DESCRIPTION YES NO 8 Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, lummanes and other items, shall be made from commercial bolt stock See Contract Plans and Std Plans for size and material type 9 Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and matenal,specifications set forth in the contract plans Welding of aluminum shall be in accordance with Section 9-28 14(3) 10 MaJor Structural Steel Fabncation - Fabrication of ma�or steel items such as trusses, beams, girders, etc , for bndges 11 Minor Structural Steel Fabncation - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion �oint systems, etc , mvolvmg weldmg, cutting, punchmg and/or bormg of holes See Contact Plans for item description and shop drawings 12 Alummum Bndge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth m the Contract Plans Welding of aluminum shall be in accordance with Section 9-28 14(3) 13 Concrete Piling--Precast-Prestressed concrete pdmg for use as 55 and 70 ton concrete piling Concrete to conform to Section 9-19 1 of Std Spec 14 Precast Manhole Types 1, Z, and "3 with cones, sections and flat top slabs See Std Plans 15 Precast Drywell Types 1, 2, and with cones and ad�ustment Sections See Std Plans 16 Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With ad�ustment sections See Std Plans Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � � � x � - � � � � 3 ,_ ITEM DESCRIPTION YES NO 17 Precast Concrete Inlet - with ad�ustment sections, See Std Plans 18 Precast Drop Inlet Type 1 and 2 with metal grate supports See Std Plans 19 Precast Grate Inlet Type 2 with extension and top units See Std Plans 20 Metal frames, vaned grates, and hoods for Combination Inlets See Std Plans 21 Precast Concrete Utility Vaults - Precast Concrete utdity vaults various sizes Used for in ground storage of utdity facilities and controls See Contract Plans for size and construction requirements Shop drawings are to be provided for approval prior to casting 22 Vault Risers - For use with Valve Vaults and Utilities Vaults 23 Valve Vault - For use with underground utilities See Contract Plans for details 24 Precast Concrete Barrier - Precast Concrete Barner for use as new barrier or may also be used as Temporary Concrete Barrier Only new state approved barrier may be used as permanent barrier 25 Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans Fabrication plant has annual approval for methods and materials to be used See Shop Drawing Fabrication at other locations may be approved, after facdities inspection, contact HQ Lab 26 Precast Concrete Walls - Precast Concrete Walls - tilt-up wall panel in size and shape as shown in Plans Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � � � ; � , , � � � a � � � � � n ' , � , � , ' , ' ' ITEM DESCRIPTION YES NO 27 Precast Radroad Crossings - Concrete Crossing Structure Slabs 28 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures Fabricator plant has annual approval of inethods and materials to be used Shop Drawing to be provided for approval prior to castmg girders See Std Spec Section 6-02 3(25)A 2g Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures Fabricator plant has annual approval of inethods and materials to be used Shop Drawing to be provided for approval pnor to casting girders See Std Spec Section 6-02 3(25)A 30 Prestressed Tn-Beam Girder - Prestressed Tri-Beam Girders for use m structures Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval pnor to casting girders See Std Spec Section 6-02 3(25)A 31 Prestressed Precast Hollow-Core Slab — Precast Prestressed 1 Hollow-core slab for use in structures Fabncator plant has annual approval of inethods and materials to be used Shop Drawing to be provided for approval pnor 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 for approval prior to casting girders See Std Spec Section 6-02 3(25)A � 33 Monument Case and Cover See Std Plan ' �J ' � � Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � k � � , , � � � � � � � I � 1� 5 ITEM DESCRIPTION YES NO 34 Cantilever Sign Structure - Cantilever Sign Structure fabncated from steel tubing meeting AASHTO-M-183 See Std Plans, and Contract Plans for detads The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111 35 Mono-tube Sign Structures - Mono-tube Sign Bridge fabncated to detads shown m the Plans Shop drawings for approval are required prior to fabrication 36 Steel Sign Bridges - Steel Sign Bndges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys See Std Plans, and Contract Plans for detads The steel structure 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 fabrication 38 Light Standard-Prestressed - Spun, prestressed, hollow concrete poles � � � � 0 39 Light Standards - Lighting Standards for use on highway dlumination systems, poles to be fabricated to conform with methods and materials as specified on Std Plans See Specia �; Provisions for pre-approved drawmgs 40 Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems Standards to be fabncated � to conform with methods and material as specified on Std Plans See S ecial Provisions for re-a roved drawin s 41 Precast Concrete Sloped Mountable Curb (Single and DualFaced) � See Std Plans Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 C� ' ' ' , � , , , ' ' ' , ' ' ' � , , ' ITEM DESCRIPTION YES NO 42 Traffic Signs - Pnor 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 NOTE: *** Fabrication inspection required On(y signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be mstalled 43 Cutting & bendmg reinforcmg steel 44 Guardrad components �� 45 Aggregates/Concrete mixes 46 Asphalt 47 Fiber fabrics 48 Electrical wiring/components 49 treated or untreated timber pile 50 Girder pads (elastomeric bearing) 51 Standard Dimension lumber 52 Irrigation components Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 �� Custom Std Message Signing Messa i � � � Custom Standari End Sec Sec Covered by WAC 296-127-018 Covered by WAC 296-127-018 � � � � � � 7 �=7 1 �7 ITEM DESCRIPTION YES NO . � 53 Fencing materials 54 Guide Posts 55 Traffic Buttons 56 Epoxy 57 Cribbing 58 Water distribution materials 59 Steel "H" pdes 60 Steel pipe for concrete pile casings 61 Steel pile tips, standard 62 Steel pile tips, custom 0 � � � � � � � Prefabricated items specificaliy produced for public works pro�ects that are prefabricated in a county other than the county wherein the public works pro�ect is to be completed, the wage for the offs�te prefabrication shal! be the applicable prevadmg 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 definit�on of "locality" in RCW 39 12 010(2) contams the phrase "wherein the physical work is bemg performed " The department interprets this phrase to mean the actual work site Supplementai to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 $ � ' � � ❑ ' ' , ' �J �l ' ' � L ' ' � �J , � ' WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This pro�ect is sub�ect to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway pro�ects When considenng �ob classifications for use and / or payment when bidding on, or budding heavy and highway construction pro�ects for, or administered by WSDOT, these Occupations wdl be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents • Buddmg Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential ''** ALL ASSOCIATED RATES ''"` • Sign Makers and Installers (Non-Electrical) • Sign Makers and Installers (Electncal) • Stage Rigging Mecharncs (Non Structural) The following occupations may be used only as outlmed m the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industnes web site and in WAC Chapter 296-127 Supplemental to Wage Rates 9 08/31/2013 Edition, Published August 1st, 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 s�milar materials. (1) The materials covered under this section include but are not limited to Sand, gravel, crushed rock, concrete, asphalt, or other simdar materials (2) All workers, regardless of by whom employed, are sub�ect to the prov�sions of chapter 39 12 RCW when they perform any or all of the followmg functions (a) They deliver or discharge any of the above-listed materials to a public works pro�ect site (i) At one or more point(s) directly upon the location where the matenal will be incorporated into the pro�ect, or (n) At multiple points at the proJect, or (ui) Ad�acent to the location and coordinated with the mcorporation of those materials (b) They wait at or near a public works pro�ect site to perform any tasks sub�ect to this section of the rule (c) They remove any matenals 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 pro�ect for the specific, but not necessanly exclusive, purpose of supplying matenals for the pro�ect (e) They deliver concrete to a public works site regardless of the method of incorporation (fl They assist or participate in the mcorporation of any materials into the public works pro�ect Supplemental to Wage Rates 10 08/31/2013 Edition, Published August 1st, 2013 C �� ' ' , � (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevading wages Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials Travel time would include all time spent in travel in support of a public works pro�ect 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 returnmg to the public works site to obtam another load of excavated material is time spent in travel that is sub�ect to prevailing wage Travel to a supply source, including travel from a public works site, to obtain materials for use on a private pro�ect would not be travel sub�ect to the prevading wage (4) Workers are not sub�ect to the provisions of chapter 39 12 RCW when they deliver mate�ials to a stockpile (a) A"stockpde" is defined as materials delivered to a pde located away from the site � of incorporation such that the stockpded materials must be physically moved from the stockpile and transported to another location on the pro�ect site in order to be incorporated into the pro�ect LJ , ' , , ' ' ' ' C J 1 (b) A stockpile does not mclude any of the functions described in subsection (2)(a) through (fl of this section, nor does a stockpile include materials delivered or distributed to multiple locations upon the pro�ect site, nor does a stockpile include materials dumped at the place of incorporation, or ad�acent 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 sub�ect to subsection (2)(d) of this section, who produce such materials at an off-site facdity shall be paid the applicable prevailing wage rates for the county in which the off-site facdity is located Workers sub�ect to subsection (2) of this section, who deliver such materials to a public works pro�ect site shall be paid the applicable prevailing wage rates for the county in which the public works pro�ect is located [Statutory Authority Chapter 39 12 RCW, RCW 43 22 051 and 43 22 270 08-24-101, § 296-127-018, fded 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 08/31/2013 Edition, Published August 1st, 2013 � � Benefit Code Key — Effective 831-2013 thru 3-4-2014 , LJ ' , ' , ' , **s**s*********s********s****s*****ss**:c.ss*s*�***s*****s*s*****:**********s*******sss*****s********s*****s* Overtime Codes Overhme calculat�ons are based on the hourly rate actually pa�d to the worker On public works pro�ects, the hourly rate must be not less than the prevailmg rate of wage mmus the hourly rate of the cost of fnnge benefits actually provided for the worker ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on Saturdays shall be paid at one and one-half t�mes the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C The first two (2) hours after eight (8) regulaz hours Monday through Fnday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overt�me 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 e�ther workweek shall be paid at one and one-half hmes the hourly rate of wage All addrtional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage E The first two (2) hours after eight (8) regulaz hours Monday through Fnday and the first eight (8) hours on Saturday shall be paid at one and one-half hmes the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and hol�days shall be paid at double the hourly rate of wage ' F The first two (2) hours after eight (8) regulaz hours Monday through Fnday and the first ten (10) hours on Saturday shall be paid at one and one-half hmes the hourly rate of wage All other overhme 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 hmes the hourly rate of wage , ' G The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a�fth calendaz weekday m a four-ten hour schedule, shall be paid at one and one-half rimes the hourly rate of wage All hours worked m excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shali be paid at double the hourly rate of wage H All hours worked on Saturdays (except makeup days �f work �s lost due to mclement weather cond�t�ons or ' eqwpment breakdown) shall be pazd at one and one-half hmes the hourly rate of wage All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shail be paid at double the hourly rate of wage ' ' ' , L� 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) regulaz hours Monday through Fnday and the first ten (10) hours on Sahuday 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 paxd at one and one-half hmes the hourly rate of wage All hours worked on holidays shall be pa�d at double the hourly rate of wage M All hours worked on Saturdays (except makeup days if work �s lost due to mclement weather condrtions) shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and hol�days shall be paid at double the hourly rate of wage ' Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 N All hours worked on Saturdays (except makeup days) shall be pa�d at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be pa�d at double the hourly rate of wage O The first ten (10) hours worked on Saturday shall be pa�d at one and one-half hmes the hourly rate of wage All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Fnday and after ten (10) hours on Saturday shall be pa�d at double the hourly rate of wage P All hours worked on Saturdays (except makeup days �f circumstances warrant) and Sundays shall be paid at one and one-half t�mes 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 Fnday 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 m excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Chnstmas day) shall be paid at double the hourly rate of wage All hows worked on Chnstmas day shall be paid at two and one-half hmes the hourly rate of wage R Ali hours worked on Sundays and holidays shall be paid at two rimes the hourly rate of wage S The first two (2) hours after eight (8) regulaz hows Monday through Fnday and the first eight (8) hours on Saturday shall be paid at one and one-half hmes the hourly rate of wage All hours worked on hol�days and all other overtime hours worked, except Labor Day, shall be paid at double the howly rate of wage All hours worked on Labor Day shall be paad at three hmes the hourly rate of wage U All hours worked on Saturdays sha11 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 t�mes the hourly rate of wage V All hours worked on Sundays and hohdays (except Thanksgrvmg Day and Chnstmas day) sha11 be paid at one and one-half tunes the hourly rate of wage All hours worked on Thanksgivmg Day and Chnstmas 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 cond�t�ons beyond the control of the employer)) shall be paid at one and one-half t�mes the hourly rate of wage All hours worked on hol�days shall be paid at double the hourly rate of wage X The first four (4) hours after eight (8) regulaz hours Monday through Fnday and the first twelve (12) hours on Sahuday shall be paid at one and one-half hmes the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be pa�d at double the hourly rate of wage When holiday falls on Saturday or Sunday, the day before Saturday, Frtday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be pa�d at double the hourly rate of wage Y All hours worked outs�de 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 hows worked in excess of e�ght (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 t�mes the hourly rate of wage (except for employees who are absent from work wrthout pnor approval on a scheduled workday dw7ng the workweek shall be paid at the straight-rime rate until they have worked 8 hours m a day (10 m a 4 x 10 workweek) or 40 hours dw7ng that workweek ) All hours worked Monday through Saturday over twelve (12) hours and ali hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage Z All hours worked on Sahudays and Sundays shall be paid at one and one-half times the howly rate of wage All hours worked on holidays shall be paid the straight time rate of pay m add�tion to holiday pay ' ' 2 � � �, �, Z �� ' ' � , � ' Benefit Code Key — Effective 831-2013 thru 3-4-2014 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage C All hours worked on Sundays shall be pa�d at one and one-half t�mes the hourly rate of wage All hours worked on hol�days shall be paid at two times the hourly rate of wage F The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage m addrtion to the holiday pay All hours worked m excess of e�ght (8) hours on holidays shall be pa�d at double the hourly rate of wage G All hours worked on Sunday shall be paid at two rimes the hourly rate of wage All hours worked on paid hol�days shall be paid at two and one-half hmes the hourly rate of wage u�►cludmg holiday pay H All hours worked on Sunday shall be paid at two hmes the hourly rate of wage All hours worked on hol�days shall be paid at one and one-half hmes the hourly rate of wage K All hours worked on holidays shall be paxd at two times the hourly rate of wage m addrtion to the holiday pay O All hours worked on Sundays and holidays shall be paid at one and one-half hmes the hourly rate of wage R All hours worked on Sundays and holidays and all hours worked over sixty (60) m one week shall be paid at double the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half hmes the hourly rate of wage All hours worked over 12 hours m a day or on Sundays and holidays shall be paid at double the hourly rate of wage , W The first two (2) hours after eight (8) regular hours Monday through Fnday and the first e�ght (8) hows on Saturday shall be paid at one and one-half times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage On a four-day, ten-hour weekly schedule, erther Monday thru Thursday or Tuesday thru Fnday schedule, all hours worked after ten , shall be paid at double the hourly rate of wage The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the howly rate of wage All other hours worked on the fifth, sixth, and seventh days and on hol�days shall be paid at double the hourly rate of wage , ' � , �J� ' , Y All hours worked on Saturdays (except for make-up days) shall be pazd 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 hol�days shall be paid at double the hourly rate of wage ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A Work performed m excess of e�ght (8) hours of straight hme per day, or ten (10) hours of straight time per day when four ten (10) hour shifts aze established, or forty (40) hours of straight time per week, Monday through Fnday, or outside the normal shift, and all work on Saturdays shall be paid at hme and one-half the stra�ght hme rate Hours worked over twelve hours (12) m a smgle shift and all work performed a8er 6 00 pm Saturday to 6 00 am Monday and holidays shall be pa�d at double the stra�ght time rate of pay Any shift startmg between the hours of 6 00 pm and midrught shall receive an addrtional one dollaz ($1 00) per hour for all hours worked that stuft The employer shall have the sole d�screhon to assign overtime work to employees Pnmary consideration for overtime work shall be g�ven to employees regularly assigned to the work to be performed on overtune situations After an employee has worked eight (8) hours at an applicable overtime rate, all addrtional hours shall be at the applicable overtime rate unt�l such hme as the employee has had a break of e�ght (8) hours or more ' Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 4 B The first four (4) hours after eight (8) regular hours Monday through Fnday 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 hol�days shall be paid at double the hourly rate of wage C Work performed m excess of eight (8) hours of straight hme per day, or ten (10) hours of stra�ght time per day when four ten (10) hour shifts are establ�shed, or forly (40) hours of stra�ght time per week, Monday through Fnday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half hmes 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 e�ght (8) hours at an applicable overt�me rate, all addrtional hours shall be at the applicable overtime rate unhl such tune as the employee has had a break of eight (8) hours or more D All hours worked between the hours of 6 00 pm and 6 00 am, Monday through Saturday, shall be paid at a premium 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 t�mes the hourly rate of wage All hours worked on Sundays and hol�days shall be paid at double the hourly rate of wage E All hours worked Sundays and holidays shall be pa�d at double the hourly rate of wage Each week, once 40 hours of straight tune work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate F All hours worked on Saturday shall be pa�d at one and one-half hmes the hourly rate of wage All hours worked on Sunday shall be pa�d at two t�mes the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage mcludmg holiday pay G Work performed m excess of eight (8) hours of stra�ght hme per day, or ten (10) hours of straight t�me per day when four ten (10) hour shifts aze established, or forty (40) hours of straight tune per week, Monday through Fnday, , and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours (12) m a smgle 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 addrtional hours shall be at the applicable overtime rate until such hme as the employee has had a brealc of eight (8) hours or more 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 m excess of eight (S) hows 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 sha11 be pa�d at double the hourly rate of wage Holiday Codes A Hohdays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgrvmg Day, Fnday after Thanksgiving Day, and Chnstmas Day (7) B Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday after Thanksgivmg Day, the day before Chnshnas, and Chnstmas Day (8) C Holidays New Year's Day, Presidents' Day, Memor�al Day, Independence Day, Labor Day, Thanksgiving Day, the Fnday after Thanksg�vmg Day, And Chnstmas Day (8) D Holidays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, the Fnday and Saturday after Thanksgrvmg Day, And Chnstmas Day (8) 4 � ' ' H ' S I � r � r ' � , ' ' ' � 6 � ' � ' r J K L N P Q R S T Z A E C� I�i Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 Hohdays New Yeaz's Day, Memonal Day, Independence Day, Thanksgrvmg Day, the Day after Thanksgrvmg Day, And Chnstmas (6) Hohdays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgrvmg Day, and Chnstmas Day (6) Hol�days New Year's Day, Memonal Day, Independence Day, Thanksg�vmg Day, Friday after Thanksgrvmg Day, Chnstmas Eve Day, And Chnstmas Day (7) Hohdays New Yeaz's Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fr�day After Thanksgivmg Day, The Day Before Chrishnas, And Chnstmas Day (9) Hol�days New Yeaz's Day, Martm Luther Kmg Jr Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday After Thanksgrvmg Day, And Chrtstmas Day (8) Holidays New Year's Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Fnday After Thanksgiv�ng Day, And Chnstmas Day (9) Hol�days New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgrvmg Day, Fnday And Saturday After Thanksgivmg Day, The Day Before Chnshnas, And Chnstmas Day (9) If A Holiday Falls On Sunday, The Follownng Monday Shall Be Considered As A Holiday Paid Holidays New Year's Day, Mernonal Day, Independence Day, Labor Day, Thanksgivmg Day, and Chnshnas Day (6) Paid Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgivmg Day, One-Half Day Before Chnstmas Day, And Chnshnas Day (7 1/2) � Paid Hol�days New Year's Day, Prestdents' Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, And Chnstmas Day (7) Paid Holidays New Yeaz's Day, Washmgton's B�rthday, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, The Fnday After Thanksgivmg Day, Christmas Day, And The Day Before Or After Chnstmas (9) Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Fnday after Thanksgrvmg Day, And Chnstmas Day (8) Holidav Codes Continued Paid Hol�days New Year's Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, The Fnday After Thanksgrvmg Day, And Chnstmas Day (8) Paid Hol�days New Year's Day, Day Before Or After New Yeaz's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgivmg Day, Day After Thanksgivmg Day, Chnstmas Day, And A Half-Day On Chnstmas Eve Day (9 1/2) Paid Holidays New Yeaz's Day, Martm Luther Kmg Jr Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Veterans' Day, Thanksgivmg Day, The Fnday After Thanksgivmg Day, Chr�stmas Day, And Chnstmas Eve Day (11) Paid Hol�days Naw Year's Day, New Year's Eve Day, Memonal Day, Independence Day, Labor Day, 5 ' Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 T Thanksgxvmg Day, Fnday After Thanksgrvmg Day, Chnstmas Day, The Day After Christmas, And A Floahng Hol�day (10) Paid Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday After Thanksgivmg Day, And Chnstmas Day (7) Paid Holidays New Year's Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgrvmg Day, The Last Worlang Day Before Chnstmas Day, And Chnstrnas Day (9) , , L� Z Hol�days New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday after Thanksgivmg Day, And Chnstmas Day (7) If a hohday falls on Saturday, the precedmg Fnday shall be cons�dered as the holiday If a hol�day falls on Sunday, the following Monday shall be considered as the hohday ' r Holidav Codes ConNnued 7 A Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, The Fnday And t Saturday After Thanksgiving Day, And Chnstmas Day (8) Any Hohday Whsch Falls On A Sunday Shall Be Observed As A Holiday On The Followmg Monday If any of the listed hol�days falls on a Saturday, the precedmg � Fnday sha11 be a regulaz work day B Hohdays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, the Fnday and Saturday after Thanksgiving Day, And Chnshnas Day (8) Any hohday wh�ch falls on a Sunday shall be observed as ' a holiday on the followmg Monday Any holiday wtuch fal(s on a Saturday shall be observed as a holiday on the precedmg Fnday C Hol�days New Yeaz's Day, Martin Luther Kmg Jr Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, The Fnday After Thanksgivmg Day, And Chnstmas Day (8) Any hohday wh�ch falls on a Sunday shall be observed as a hol�day on the followmg Monday Any holiday which falls on a Saturday shall be observed as a holiday on the precedmg Fnday D Paid Holidays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Veteran's Day, Thanksgivmg Day, the Fnday after Thanksgrvmg Day, And Chnstmas Day (8) Unpaid Hohdays PresidenYs Day Any pa�d holiday which falls on a Sunday shall be observed as a holiday on the followmg Monday Any paid hol�day which falls on a Saturday shall be observed as a hol�day on the precedmg Fnday e � , E Hoi�days New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, the Fnday after � Thanksgivmg Day, And Chnshnas Day (7) Any hohday wh�ch falls on a Sunday shall be observed as a hohday on the follownng Monday Any holiday which falls on a Saturday shall be observed as a holiday on the precedmg Fnday F Holidays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, the Fnday after , Thanksgivmg Day, the last worlang day before Chnstmas day and Christmas day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the followmg Monday Any holiday wh�ch falls on a Saturday shall be observed as a hol�day on the precedmg Fnday � G Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, and Chnstmas Day (6) Any holiday which falls on a Sunday shall be observed as a hol�day on the followmg Monday H Holidays New Yeaz's Day, Martm Luther Kmg Jr Day, Independence Day, Memor�al Day, Labor Day, Thanksgiving Day, the Fnday after Thanksgivmg Day, the Last Workmg Day before Chnstmas Day and Chnstmas Day (9) Any hol�day which falls on a Sunday shall be observed as a holiday on the followmg Monday Any holiday which falls on a Saturday shall be observed as a holiday on the precedmg Fnday ' � � � i� I I , � � Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 I Hohdays New Year's Day, President's Day, Independence Day, Memonal Day, Labor Day, Thanksgrvmg Day, The Fr�day After Thanksgivmg Day, The Day Before Chnstmas Day And Christmas Day (9) Any hol�day wh�ch falls on a Sunday shall be observed as a holiday on the followmg Monday Any holiday which falls on a Saturday shall be observed as a holiday on the precedmg Fnday 7 J Hol�days New Yeaz's Day, Independence Day, Memonal Day, Labor Day, Thanksgivmg Day and Chnstmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the followmg Monday Any holiday which falls on a Saturday shall be observed as a hol�day on the precedmg Fnday K Hohdays New Yeaz's Day, Memonal Day, Independence Day, Thanksgivmg Day, the Fnday and Saturday after ' Thanksgtvmg Day, And Chnstmas Day (8) Any hohday which falls on a Sunday shall be observed as a hohday on the followmg Monday Any holiday wh�ch falls on a Saturday shall be observed as a holiday on the precedmg Fnday L� ' , ' � ' � ' ' 1 ' L Holidays New Yeaz's Day, Memor�al Day, Labor Day, Independence Day, Thanksgivu►g Day, the Last Work Day before Christmas Day, And Chnstmas Day (7) Any hohday which fa11s on a Sunday shall be observed as a hohday on the follownng Monday Any hol�day which falls on a Saturday shall be observed as a holiday on the precedmg Fnday M Paid Holidays New Yeaz's Day, The Day after or before New Yeaz's Day, Pres�denYs Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, the Fnday after Thanksgivmg Day, Chnshnas Day, And the Day after or before Chr�stmas Day 10) Any holiday wh�ch falls on a Sunday shall be observed as a holiday on the follov�nng Monday Any holiday which falls on a Saturday shall be observed as a hol�day on the precedmg Friday N Holidays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, the Fnday after Thanksg�ving Day, And Chnstmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday When Chnstmas falls on a Saturday, the preceding Fnday shall be observed as a holiday O Paid Holidays New Yeaz's Day, The Day After Or Before New Year's Day, Pres�denYs Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, The Fnday After Thanksgrv�ng Day, Chnstmas Day, The Day After Or Before Chnstcnas Day, And The Employees B�rthday 11) Any holiday which falls on a Sunday shall be observed as a holiday on the followmg Monday Any holiday which falls on a Saturday shall be observed as a holiday on the precedmg Fnday P Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgrving Day, Fnday after Thanksgivmg Day, And Chnstmas Day (7) Any holiday which falls on a Sunday shall be observed as a hol�day on the followmg Monday Q Holtdays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, the Fnday after Thanksgivmg Day, the Last Worlang Day before Chnshnas Day and Chnstmas Day (8) Any holiday which falls on a Sunday shall be observed as a hol�day on the followmg Monday If any of the listed hol�days falls on a Saturday, the precedmg Friday shall be a regulaz work day R Paid Holidays New Year's Day, the day after or before New Year's Day, President's Day, Memonal Day, Independence Day, Labor Day, Thanksgrvmg Day, the Fnday after Thanksgivmg Day, Christmas Day, and the day after or before Chnstmas Day (10) If any of the listed holidays fall on Saturday, the precedmg Fnday shall be observed as the holiday If any of the listed holidays falls on a Sunday, the day observed by the Nahon shall be considered a holiday and compensated accordmgly S Paid Holidays New Yeaz's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday After Thanksgivmg Day, Chnstmas Day, The Day After Chnstmas, And A Floahng 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 accordmgly r 8 A � Note Codes In addrt�on to the hourly wage and frmge benefits, the followmg depth premiums apply to depths of fifty feet or more 7 ' Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 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 C In addrtion to the hourly wage and fnnge benefits, the followmg depth prem�ums apply to depths of fifty feet or more Over 50' To 100' -$1 00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1 50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2 00 per Foot for Each Foot Over 150 Feet Over 200' -Drvers May Name Their Ovm Pnce D Workers worlang wrth supphed a�r on hazmat pro�ects recerve an addit�onal $1 00 per hour L Workers on hazmat pro�ects receive addrt�onal hourly premiums as follows -Level A$0 75, Level B$0 50, And Level C $0 25 ° r M Workers on hazmat pro�ects receive add�tional hourly premiums as follows Levels A& B$1 00, Levels C& D $0 50 N P .� Workers on hazmat pro�ects receive addrtional hourly premiums as follows -Level A$1 00, Level B$0 75, Level C$0 50, And Level D$0 25 Workers on hazmat pro�ects receive addrtional howly premiums as follows -Class A Su�t $2 00, Class B Surt $1 50, Class C Surt $1 00, And Class D Surt $0 50 The tughest pressure reg�stered on the gauge for an accumulated time of more than fifteen (15) muiutes dw7ng the sh�ft shall be used m determmmg the scale paid R Effechve August 31, 2012 — A Traffic Control Supervisor shall be present on the pro�ect whenever flaggmg or spottmg or other traflic control labor is beu►g utilized A Traffic Control Laborer performs the setup, mamtenance and removal of all temporary traffic control dev�ces and construction s�gns necessary to control vehicular, b�cycle, and pedestnan traffic dunng construchon operations Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engmeer All flaggers and spotters shall possess a current flaggmg cazd issued by the State of Washu►gton, Oregon, Montana, or ldaho These classifications aze only effect�ve on or after August 31, 2012 S Effecnve August 31, 2012 — A Traffic Control Superv�sor shall be present on the pro�ect whenever flaggU►g or spothng or other traffic control labor �s bemg utilized Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where du�ected by the Engmeer All flaggers and spotters shall possess a current flaggmg cazd issued by the State of Waslungton, Oregon, Montana, or ldaho Th�s class�fication is only effect�ve on or after August 31, 2012 T Effectrve August 31, 2012 — A Traffic Control Laborer performs the setup, mamtenance and removal of all temporary traffic controi devices and construchon s�gns necessary to control vehicular, b�cycle, and pedestnan traffic dunng construction operat�ons Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engmeer All flaggers and spotters shall possess a current flagging cazd issued by the State of Washmgton, Oregon, Montana, or ldaho This classificat�on is only effechve on or after August 31, 2012 8 � , ' ' � � � � u � � ' ' , , , ' ' APPENDIX B CITY OF BREMERTON STANDARD DETAILS ' '� , , ' , ' ' , ' ' ' ' ' ' , 1 ' 1 ' � � SIDEWALK VARIES - S - 0" MIN (SEE STANDARD) 3�� _2% 2%_ 3 �MAX �, � COLD JWNT � 4' CRU3HED SURFAGN(i J TOP COURSE. OOMPAiL"fFD TO 95% DENSrIY CEMENT CONCRETE SIDEWALK no�nceNr To cx� 1 r nAUr , _29i SIDEWALK � (� sr al 2% CURB AND (3UTTQt 8EE STANDARDS LANTER STRIP �orH vawES � p � P w E , R 1 ^ C - R � Y � � 1 N\I./� 4' CRUSHED SURFAqNG J TOP COURSE, (�MPACiED TO 95% DEN31iY CEMENT CONCRETE SIDEWALK ADJACENT TO PLANTER STRIP . �� ,� .v s � Q \' \� ��„ CURB AND OIIITER QFF STAND/4RD8 ' �\�\ \. �� \ \ � Z � � 1� � G � � i � ' G L '�� L � OC CONTRACTION JOINT < ` � '\� 1 � L � R� �_ PREMOLDED JOINT FlLLER DE EXPANSION JOINT TFiAN3NERSE BROOMED FlMISH 4' WIDE. SAAOOTH /` TROWELED PEWMETER CEMENT CONCRETE WRB AND (3UTTEI� 3EE STANDARD ��" � � OOLD .101rlf CONTRACTION .IOINT IN SIDEWALKONLY FULL DEPiH D�AN.SION JOINT IN BOTH CURB AND SIDEWALK JOINT AND FINISH DETAIL NOTES 1 SIDEWALKS THROUGH CONCRETE DRNEWAYS SIiN.L BE 8' THIdG 2 SIDEWALKS 8HALL BE CLA88 3000 (�MMINT WN�ETE MINIMUM SIDEWALK WIDTH IS 5.0' 3. 3EE STANDARD DRAWING 5102 FOR SPEqFlC 31DEWIW( REQUIREMENI'3 IN DOWNTOWN ZONE 4 FORM AND 3UBGRADE INSPECl70N IS RE�UIRED BEFORE PLAqNO CONCRErE 5. CONCRETE 81DEWALK8 SHALL BE CURED POR 72 FQt3. MIN �� rem� CONCRETE SIDEWALK DETAIL PUBiJC WORKS NON-DOWNTOWN LOCATIONS AIO�n of tlds dr8wing ia P►oNbited MY e�pproval of en alEerad draMnB EN�INEERING DIVISION tswe,mprl�edm,dvoid 3101 ReNelon DaEB 8/15/08 SIDEWALK 3/8' EXPAN310N JOINT (lYP ) � / O ' a i1� 4 a.F 4• ��, � '�~ ' �� ; N 1� �'�,�� M/ !!� i \ � � 1 J ! `` , t t� l �"= / a J �-_�--'" . .._ �_ DETECTABI.E WARNING PATTERN (SEE DETAIL) � � 5� CURB, OR CURB � 1 � AND GUTTER � ' � 2' - 0" CR03SWALK PLAN VIEW WHEELCHAIR RAMP TYPE A 4'-0'MIN 8'-0'MIN LANDING �P 2' - 0' 3' m ,� s � � � � �� CEMENT CONCRETE � � 31DEWALK DEIECTABLE WARNING _ PAT7ERN (SEE DETAIL) FLUSH JOINT BETWEEN RAMP AND BACK OF CURB SECTION O NOTE3 1 THE RAMP DETAIL SHOWN MAY NOT BE SUITABLE FOR ALL SITUATIONS SEE WSDOT STANDARD PLAN3 (FSERIES) FOR ACCEPTABLE ALTERNATE3 2 DETECTABLE WARNING PATfERN3 FOR NEW RAMP INSTALlA710N SHALL BE FORMED WITH A CAST IPI-PLACE, TiLE MATERIAL THE MATERIAL SHALL BE BLACK, 31aD RESISTANT, SPECIFlCALLY DESIGNED AND MANUFACTURED FOR PURPOSES OF PROVIDING ADA-COMPLIANT DETECTABLE WARNINGS, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFlCATION3 3 OFFSET DETECTABLE WARNINGS 3" FROM JOINT AT NARROWEST LOCATION BETWEEN RAMP AND BACK OF CUI� 4 AVOID PLACING DRAINAGE STRUCTURE3, JUNCTION BOXE3, OR OTHER OBS7RUCTION3 IN FRONT OF RAMP AREA. TOP OF ftOADWAY DEPRESSED CURB 8 GUTiER DETECTABLE WARNING q PATTERN AREA SHALL BE �P BLACK. B rt � O - O ( q � � O - O ( B ■ � � PLAN �� B 5/8" �'�' C 7/16" � I ,� D 7!S" � ELEVATION TRUNCATED DOMES (SEE NOTE) DETECTABLE WARNING PATTERN DETAIL CI� Of BI'+9�1'�f WHEELCHAIR RAMP TYPE A 3111 � PUBUC WORKS ReMelon Dema ENOINEERING DM810N � m nde drarrtr,� � m�,d� �� 8/15/08 � , , II , ' '' ' ', ' 1 I ' � , l i , �I ' i ' I ' ' ' ' 1 ' PLANTER S'iRIP WIDTH VARIES 1 � TYPE I DimVEWAY WRH PLANTER S7�P (VIMERE STRIP IS 4' WIDE OR GREA7ER) i 918' D� JWPIT FULL DE (iYP ) i ' �P A_ �' ` \ ' �=, COLD JOINT OR EXP JOINT CEAAENT CONCRE7E «,�$� PER C(TY 3TANDARDS / 3/8' D� JOINT FULL DE (1'YP ? A � � TYPE II �• DRIVEWAY YNi11 WIDE SIDEINAL.K �► / G SLOPE 1296 TYPE III DRIVEWAY WI7H DEPRESSED SIDEWALK (TO BE I�ED WIiEN SIDEVUALK IS 8' WIDE OR LE38) 3/B• D� JOINT FULL DEP7'H (1'YP ) N D�RNEWAY WIDTH SHALL BE IDENTIFIED ON PLANS RESIDENTIAL 10'-20' COMMERCWL.25'�5' y W�iERE pNV EXCEEDS 15' WIDTH A FULL DEPTH EXPANSION JOINT SHALL BE PLACED TRANSVERSLY, CENTERED IN WHLIC. S FORM AND SUBGRADE INSPECTION ARE REQUIRED BEFORE POURING CONCRETE 4 DRNEWAYS SHALL BE B' THICK, AIR-ENTRAINED 4000 PSI SIDEWALK AND DRNEWAY APRON SHALL BE 8" THICK, 3000 PSI THROUGH DRIVEWAY SECTION 5 CONCRETE SHALL BE CURED FOR 72 HRS MIN (i1� Of BI'+01Y1e1'�011 PuBUC woRKs ENQINEERIN� DMSION EXP JOINT CEMENT CONCREiE PER a iTY G 3�T�DARD3 CEMENT CONCRETE CURB 8 GUTTER PER CITY STANDARDS VAWEB VARIES CEMENT CONCREfE CURB & GUTiER � 314• LIP � � 8' CEMENT CONC. 4• C8TC SECTION A A PORTLAND CEMENT CONCRETE DRIVEWAY APPROACH AlGaretlOn of tlda drewing 18 proldbfmd ArN ePPrwal of m� etmred �a�n9 le �amu�rlaea m,a ww 3121 � oa� 8/15/OS TYP9CAL SECTION � 6" � IVOTES 1 FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED � 2 FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ON 10 FOOT CENTERS 3 THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS, ' ALLEY AND DRIVEWAY RETURNS MAXIMUM SPAGNG SHALL BE ZO FT PREa1AOLDED JOINT FILLER SHALL BE 1R' WIDE AND CONFORM TO AASHTO DESIGN M213 4 ALL JOIM"S SHALL BE CLEAN AND EDGED 5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000 � 6 STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS WOOD FORMS MAY BE USED ON CURVED SECTIONS 7 FINISH SHALL BE LIGHT BROOM FINISH 8 THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY WATERPROOF ' PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER CURING T1ME SHALL BE A MINIMUM OF 72 HOURS 9 ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 4' COMPACTED CRUSHED SURFACING TOP COURSE 1 �CI� Of B�I�IAIt0�1 CEMENT CONCRETE CURB AND GUTTER PuBUC woRics TYPE A 3131 � amrm�, a uds arew�r� ��w�ed ,nry e�rwm ��, mm�ed �wo-� Rs�on DaD� EN�INEERBNQ DNISION �su�m,orr�eam,dwid 8/15/08 1 ' � J 24" , , ' , ' � � 1 � ' � � ' , ' ' , , ' 1/2' R �QR _ 8■ � TYPE C-1 CURB 1' R 1/4' R PAVEMEM 1' R 1' R r �" r �d a a a �° �r a a a �— �a ---� TYPE C-3 CURB .. .. TYPE C-2 CURB �� R �� R 6" 2-3/4� 2�/4� d � ° a d �s� a a a e a a a Q < �---- � � �rr ----� TYPE C-4 CURB NOTES 1 ALL MATERIALS SHALL BE WSDOT CLAS.S 3000 CONCRETE. Clty Of Bre,�e�t PUBLJC 11MOi�8 ENGINEERING DMSION CEMENT CONCRETE CURB TYPE C Allmatlon of tlde drawing is proldbNed Ary approval d en elCBred �awing �s �mmm,onzeaendwm 3133 Fia�rlelon oala 8/28✓13 2 MIN 3/8" DIAM GALV HEX HEAD BOLT, NUT AND WASHERS LAG SCREW & WASHERS(TYP )-2 MIN TELESPAR TRAFFIC SIGN POST TS-10 2"x2" NOMINAL POS CURB I FAC E � z � 0 0 o � o � 0 0 0 0 O O O O o • ., 0 o /.��/.��/. �/ 0 M o TS-5, TS-8, TS-10, o TS-12 PER DRAWINGS 0 o (1) 3 /a" GALV ANGLE BOLT o IN (2) ADJACENT HOLES 0 0 � 3 0 0 1=I llI=L��L ° ��1�111�11�=, III— 0 0 O o �2 0 0 0 0 LIGHT DUTY ANCHOR (OUTSIDE OF SIDEWALK AREA) o TS-5, TS-8, TS-10, o TS-12 PER DRAWINGS a ° (1) 3/s" GALV ANGLE BOLT o IN (2) ADJACENT HOLES 0 0 0 3 ,. CW � o z= O — U � �� —� c0 Q r� � — NQN—SHRINK GROUT BACKFILL � N SEE ANCHOR DEfAILS THIS SHEET POST ANCHOR INSTALLATIONS of Bremerton w� �g o� =j r� o HEAVY DUTY ANCHOR (SIDEWALK APPLICATION & AS NOTED BY ENGINEER) TYPICAL SIGN INSTALLATBON PuBUC woR�cs nro� ot uds drewtrp is prddwmd ary eppriwel ar en mB�ee maw6ig ENGINEERIN� DMSION is �meu�r�ed em vaid A PYRAMID RAIN CAP SHALL BE INSTALLED WHERE THE TOP OF THE SIGN POST IS EXPOSED ioi / \ lol / 0 \ I o / o � o � 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 T � 0 0 0 0 0 0 0 3251 ReNision Date 10/12/12 , � � , ' ' ' ' L � ' , ' ' , � r t NOTE RAMP PORTION OF WHEELCHAIR CURB RAMP TO BE LOCATED WITHIN CROSSWALK cuRS oR � EDt3E � PAVEMENT � YVHEEL TRAdC — LANE WIDTH VARIE3 �� LANE LINE -- — — � — — WHEEL TRA(YC WHEEL T�� CENTERLINE� � �� s� NOl'E 1 PIANO I�Y MARF4NG TO BE PARALLEL TO TRAVELLANE of Bremerton NOTES 1 LENGTH OF THE MARIaNGS OR TO MATCH EXI3TING, WITH 6' MIN RESIDENTIAL, AND 9' MIN ARTERIAL 2 MATERIALS FOR CROSSWALK ARE PLASTIC PER WSDOT STANDARD SPECIFICATIONS SECTION 9-34 3 CROSSWALK DESIGN & PLACEMENT 3257 Rennsion Date 10/12/12 �� }�',,�C 1 Y7� f�e ,,� � • ��( � - ., ; • AI[ere� of ttda drardng � Pradbimd Ary approval of en mmred drawine �s �a,ew,orlaea ena Mob. ' � 10' � 30' �T� 10' � I 4 �. SKIP LINE YELLOW � SINGLE LANE ROADWAY 4" 4 �. 4 „ 50LID YELLOW MULTH.ANE ROADWAY LINES SEPARATING DIREC110NAL FLOW LINE OF CROSSWALK MARKING SEE DWG #3257 FOR DETAILS 5� MIN SOLID WHITE� ► STOP BAR 12" MIN SKIP LINE YELLOW 4 �� 4" 4" SOLID YELLOW 0 NO PASSING LINE SOLID WHITE 4 4'� 4" DOUBLE WHITE LINE (NO LANE CHANGE PERMIII'ED) �10'�30'�10'� 4 �. WH ITEJ uu�e uNes �3 SOLID WHITE PAVING EDGE LINE 4 „ 4�� 4�� SKIP LINE YELLOW � VARIES o �SOLID YELLOW � TWO WAY LEFT TURN LANE VARIES _�13'-0"� ��0'-0" STOP LINE � I I � � 5'-6" APPROACH � 7'-6" LINE 3._0.. 5'-0" END OF APPROACH LINE 5-0" LEFT TURN LANE NUMBER OF LEGEND SETS REQUIRED BASED ON THE LENGTH OF APPROACH LINES APPROACH LINE LENGTH LESS THAN 50 FEET 50 FEET-120 FEET 125 FEET-300 FEET OVER 300 FEET �� i-_ . .:.1:;..: LEGEND SETS 1 SET AT X—WALK END OF POCKET 2 SETS 3 SETS (SECOND LEGEND LOCATED MIDWAY BETWEEN FIRST AND LAST LEGENDS) ADDITIONAL SETS SPACED AT APPROX 100 FT INTERVALS BETWEEN FIRST AND LAST SETS STANDARD PAVEMENT MARKINGS 3265 J ao�, or uds draw�r� � pro►damd n�y ePporm a en e�rea mawir� �tielon DeoB COMMUNITY DEVELOPMENT ��ae,w„aa. 10/12/12 , , � � 9' 10" , ' ' � � ' ' ' ' ' ' � 12" u . _ ��.� .� .� s ,� ��;�� w�.GITY�M�j�� , . • ' � l: �R�� . . •• 13'1" NOTES 1 COLOR SHALL BE WHITE - 2 MATERIALS FOR CROSSWALK ARE PLASTIC PER WSDOT STANDARD SPECIFICATIONS SECTION 9-34 3 TYPE A,B, & C ARE FOR LOCAL AND SUBCOLLECTOR ROADS TYPE D EXTRUDED ARE FOR ARTERIAL ROADS 3 ARROWS SHALL BE PLACED A MINIMUM OF 24 FT BACK OF STOP BAR PAVEMENT MARKINGS ARROW SYMBOLS AI� of Uda drarring is prddbiEed Ary epproval af m� al�red draMlrg �s �m,uwr�a ena �om 3267 Fe9YIBI0f1 Dl1� 10/12/12 � ��2„ O NOTES 1 BASE TO BE PLACED ON A WELL COMPACTED FOUNOATION 2 FRAME AND COVER SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE ' MARKED IN SETS FOR DELIVERY RISER RING DIMENSIONS 3 FRAME AND COVER SHALL BE CAST IRON AND HAVE COATING APPLIED TO ALL FACES 4 CASTINGS IN RIGID PAVEMENT SHALL HAVE REINFORCING STEEL IN THE �S�ZE� 1J�" 2' 3 PAVEMENT ' 10 1 /2" DIAM 9 1/2 DIAM ' \� CONC a ° n a a d a o Q d ' 9 a � 0 a I 1 Y E,y R � A S" DIAM "� o sr A a d � �\ U 9 ° " 9' DIAM e � �` ' ° '� Z ° � SECTION � �T �� ,. o 0 � ` oo R o-�� P a RISER RING ° ° 2 � t 9� � d a a ° a d d ° 4 5/8 R a � , „�» _� �S DIAM � y � �� \ �I I � ��` c �� DIA � P LAN �� " , �a° 2 DIA (MIN) BRASS DISK �� SECTION OF LETTER 3 � 3 1/4" � 3 7/8" R 3 3/4" R � � a SECTION � a COVER a� a � � � I d � � 5 1�4 R a 4 3/4 R ' _ a d �� Y2 n CONC M -� � � d � � SAND CUSHION I r� � 6 � °' PORTLAND CEMENT CONCRETE a a � 4" R r7 � � GROUT v� � 2"OD GALVANIZED STEEL PIPE (NOTE 4) � 3 /4 5 3/4 R ° �a y SECTION I CASE ' SECTION A—A � City of Bremerton ' PRECAST CONCRETE MONUMENT 3401 � I, ; ,,� PUBLJC WORKS Re�nswn oaroe ENGINEERIN�i DIVISION � �� 10/12/12 � � ' ' ' ' � ' , 1 r ' ' 1 1 ' r ' i � TOP VIEW-FRAME 8� COVER BOTTOM VIEW OF COVER CONFORMS TO APWA PLAN # iB City of Bremerton 5 --�{ � � � 27S' 8 ' 5 s� , 3H8'CWUN 15'LON6 %//� ////�i. �l� l , I ��, I/ � (M1 �rl�%,,,,,.. � i�� ;�:. �.�_�,�_. SECTION-FRAME 8� COVER MONUMENT PUBLIC WORKS FRAME & COVER ENGINEERING DIVISION a�eraUOn of this drawing is prohibited Arry epprwel of an eltered drawmg is unauthor¢ed end vad 3402 Rewsion Date 10/22/02 wG�1']LJA1 T P�C\ACNT /EMENT VARIES VARIES :USHION OR :MENT �URED BED 7ENT �ity of Bremerton PUBLIC WORKS ENGINEERING DNISION MONUMENT INSTALLATION AlteraUOn of this draxnng is prohibded Nry epprovel of a� altered drewing is unauNior¢ed and vad 3403 Revision Date 10/22/02 � � � ' FRAME AND GRATE SEE NOTE 9 ' . s • /� � � \ 1 ' e � � 1 #3 BAR HOOP ' � ' ' 2 #3 BAR HOOP3 t � ' iq BAR EACH CORNEI , #3 BqR EACH 31DE , � �� , 6° RISER SECTION . � �s NOTES: 1 CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) 8� C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS 2 AS AN ACCEPTABLE ALTERNATNE TO REBAR, WELDED WIRE FABRIC HAVING A MIN AREA OF 012 SQUARE INCHES PER FOOT MAY BE USED WELDED WIRE FABRIC SHALL COMPLY TO A3TM A497 (AASHTO M 221) WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS 3 ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLAS3 4000 4 PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUT3 KNOCKOUTS SHN1 HAVE A WALL THICKNESS OF 2" MIN ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED IWOCKOIJTS UNUSED KNOCKOUT3 NEED NOT BE GROUTED IF WALL 13 LEFT INTACT 6 ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAM. OF 20' KNOCKOUTS MAY BE EITHER ROUND OR'D' SHAPE 7 THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2°/FT 8 CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD DETAILS'THRU CURB FRAME AND GRATE' 4010 OR �HRU CURB FRAME AND VANED GRATE"4011 MATING SURFACES SHALL BE FINI3HED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION 9 NON CONCRETE PIPES SHALL BE INSTALLED WITH A SANDCOLLAR. 1q BAR EAGi WAY PRECA3T BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE City of Bremerton PuBUC woRics cESeGrucoNS�ucn� sTaronROs �N � 5 KNOCKOUTS OR CUTOUTS SHALL BE PER MANUFACTURERS SPECIFICATIONS � /� � \ � 12' } 12" RISER SECTION CATCH BASIN TYPE I amrmron m mis a�r� re pror��a ay e�pw� a e� mo�ed �ng ��. 4002 Rewsron Date 3/2/07 ' a'��4M�ti �1.1��;L�?��_� �: � 38'MIN COVER �� %\�;��" I TO ALLOW FOR � MIN 3WEEP OF PIPE —� � B C 10°t 3 0 (�E NOTE 4) � PRIVATE PROPERTY D ) �. ( E SEE NOTE 8 CU3TOMER PIPING POLY OR PVC RATED FOR 2D0 P31 I� ti HORIZONTAL METER INSTALLATION O CAST IRON 3ERVICE SADDLE W/ S 3 BANDS WILL BE U3ED ON ALL WATER MAINS O B 1 1/2' OR 2' CORPORATION 3TOP (CC OR IP} X COMPRE3310N O C 1 1R' OR 2' HDPE � COPPER TUBING SIZE, HIMOL W/ S 3. INTERNAL POLY STIFFENER3 W/ 12 GA SOLID COPPER BLUE COATm LOCATE WIRE O D 1 1f2° OR 2' ANGLE ME7ER VALVE, COMPRE3310N X FLANGE O E 1 1/2' OR 2' ANGLE METER CHECK VAWE IP X FLANCaE. O F HDPE METER BOX WITH EJIW #1730 TR N�TER COVERMID3TATES # 1730188 OR RAVEN ME7ER BOX # 17X80X18 OR APPROVED EQUAL O G METER SETIER W/ BYPA38 MAYBE USED IN PLACE OF D AND E NOTES 1 SERVICE LINES 3HALL BE PERPENDICULAR TO THE WATERMAIN, UNLE33 OTHERWISE APPROVED BY THE ENGINEER. METER SETTERW/ BYPA83 SHALL BE USED ON ALL DOME371C SERVICE LINES IN PLACE OF �ID � 2 SERVICE SADDLE WILL BE INSTALLED AND CORPORATION 3TOP3 WILL BE TAPPm INTO AN 'DCI3TING MAIN' 8Y CITY FORCES ONLY 3 AN APPROVED BACIffLOW AS3EMBLY MU3T BE IN3TALLED PER WA DEPT OF HEALTH ON ALL IRRIGATION SY3TEM3 THE 3Y3TEM SHALL NOT BE PLACED INTO 3ERVICE UNTIL THE REQUIRED BACFffLOW A33EMBLY IS IN3TALLED (PER CITY STANDARD DETAIL3� TE3TED AND IN3PECTED BY A CERTIFIED CRO38 CONNECTION CONTROL 3PECWLJ3T 4 THE WATER METER SHALL BE SUPPLJED AND IN3TALLED BY THE BRENN�RRTON PUBLIC WORK3 AND UTILITIE3 DEPARTMENT ALL OTHER MATERIALS WILL BE SUPPLIED AND IN3TALLED BY THE CONTRACTOR OR HOMEOWNER, UNLE3.4 DIRECTED OTHERIM3E 8Y THE ENGINEER WHEN 7HE INSTALLATION 18 CON�LEI'E AND IN3PECTED, 7HE CfTY WILL MAINTAIN THE 3ERVICE UPSTREAM OF THE METER, INSIDE THE RIGHT OF WAY 5. LOCATE WIRE SHALL BE 12 GA BLUE COATED SOLID COPPER WIRE, 37RIPPED AT BOTH END3 AND TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION 3TOP A MINIMUM OF lW0 TIMES OR CRIII� TO THE TRACING WIRE ON THE MAIN THE END IN THE METER BOX 3HALL BE LOOPED AND TUCI�D INSIDE THE BOX. B METER DIMENSION3 VARY BY 81�. City of Bremerton PuBUC wo�Ks DE8IGWCONSTRUC710N STANDARDS � 1 1/2" & 2" DOMESTIC/IRRIGATION SERVICE CONNECTION arereua, or nds a►sw�ne � p►a�ama n�y �o� or en m�ea m�awu,e � ��m,a+�a �r,a �oia � � I ' ' ' c� � , I ' �I I�I 5003 � ReN�on oa0� 04/16/13 C � � ' � � ' ' , ' , ' ' ' ' ' , , 1 ' DRAIN ROCKTO PREVENT SILTING A 1-51/4 M V O HYDRANT WITH 2-21R' N.3.T Alm 5' PUMPBR PORT W/ STORZ ADAPTER. HYDR/WT BRAND MODEL STORZ BRAND MUELLER CENTURION RED HEAD AWG Mgf{ g2g (NO LOCKS) B (1) 6° GATE VALVE, AVWVA C-500, R/S, PARALLEL SEAT "O° RING STEM SEAL, MJ X FLG WITH MEGA-LUGS C (1) TWO PIECE CAST IRON VALVE BOX SIMILAR TO RICH MANUFACTURING TYPE 940 OR 5" C I SOILS PIPE VALVE BOX IXTENSION D 8' DUCI7LE IRON PIPE, CLASS 52, (XJT1'O FIT E MEGA LUG FOLLOWERS F FULL BODY TAPPING SLEEVE, C I OR D I, OR HYDRANT TEE (F X MJ) NOTES 1 FIRE HYDRANT EXTENSION IF REQUIRED 2 FIRE HYDRANT SHALL BE PAINTED WITH ENAMEL SAFETY YELLOW 3. FIRE HYDRANT CAPS SHALL BE COLOR CODED AS FOLLOWS A HIGH PRESSURE(75* PSI}GREEN B MEDIUM PRESSURE(50-74 PSI}YELLOW C LOW PRESSURE(0-49 PSI}RED-IF THE STATIC PRESSURE IS LESS THAN 20 PSI THEN <20 PSI SHALL BE STENCILED ON TOP OF THE HYDRANT 4. FIRE HYDRANT BONNET SHALL BE COLOR CODED AS FOLLOWS A. 1500+ GPM-SAFETY BLUE B 1000-1499 GPMSAFETY GREEN C 500-999 GPM-SAFETY ORANGE D LESS THAN 499 GPM-SAFETY RED (PAINTED BY Clll� City of Bremerton PuBUC woRKs DESIGN/CONSTRUC170N STANDARDS FIRE HYDRANT DETAIL Al�n of ttds drewing Ia protdWmd Any aPpwel d en alBared drawhg is �a,eultarized end vold TEE(MJ SLEEVE a 5081 R�on oat� �J PROFILE 62' C A WV U AA T TL � EV o RE N ee� D/gging Ca/l !/61i1y locatfi�g 1 5555 , - .. � 11-. VALVE MARKER POST NOTES N T S 7 VAWE MARI�R POST TO BE 62' BLUE CAR30NI7'E 3ME UTILITY MARI�R, JM1�75 OR APPROVED EQUAL WITH CUSTOM DECAL AS SFIOUIM 2 VAWE MARKER P08T 8HAll FACE TF� VALVE 3 VAWE MARKER P08T WILL BE U8ED FOR ALL VAWES OUT8IDE PAVED AREA 4 SOIL ANCHORS WITH HARDWARE MAY BE REQUIRED ON SOME APPLICATIONS ► City of Bremerton ► � PuBUC woRKs DESIGPI/CONSTWUC710N STdNDARDB VALVE MARKER POST ac�, a n,� drew�r� ��mma an,� eppwai or m, ma�aa mm,a,a � �r�a��. 5082 �ton oa� 4/07/09 � � ' � � , ' ' ' ' ' 1 ' , � � ' , ' G7�1 NOTE: 1 PAINT POST WITH ONE COAT OF PRIMER AND TWO COATS OF FINISH FINISH PAINT TO BE EXTERIOR OIL BASE ENAMEL COLOR TO BE SAFEfI' YELLOW HYDRANT GUARD POST INSTALLATION N.T.S. ; City of Bremerton � � a PuBUC woRKs DE�IQrN/CONSTRUC710N STANDARDB GUARD POST ac�«� �r m� a�r� ��onn�a nry aaa�orm �r�r, �a m�wr�e �s �rtrsd erw vaa 5083 �o� 4/07/� I � ❑ � � � MARI�R � FIRE FIYDRANT �— MARI�R J � � FIRE F�1rDFiANT _ � MARI�R ' I FIRE � F�1fDRANT ' ' � � � ' ' � I � � TWO LANE ROAD OFFSET MARI�R TO INdCATE WHK*1 81DE OF STREET HYDRAM 18 ON. MASRI�R TO BE PLACED4' TO 8' OFF CEWTEF�I1� � I � MARI�R I � � FIRE H1rDRl4NT 4 � FOUR LANE ROAD OFF8ET MARI�R TO INDICA7E WHICH SIDE OF BTREET HYDRANi IS ON. MMI�R TO BE PLACED 4' TO 8' OFF THE D0T8 OR PAIMED LII� DMDER NOTE (1) MARKER TO BE STIMSONITE 88 AB TWO—WAY (BLUE) � City of Bremerton � - � PUBLJC WORKS DESIGWCONSTRUCTION STANDARDS ON SIDE STREETS vvH� n+e Hrowwr �s wrr►iw av OF TF� MAIN TRAVELED BTREET, 7}� MAfi�R IS TO BE INSTALLED 4' TO 8' OFF THE CENTERI.INE �� 4 I � � FNE LANE STREETS OFFSET MARI�R TO INDICA7E WHICH SIDE OF STI�ET HYDRANT IS O!L MARI�R TO BE PlA(�D 4' TO 8' OFF THE DOTS OR PAINiED LINE DMDER FIRE HYDRANT MARKER PLACEMENT DETAIL ate�lon of uda �ng is prdae�md any epporel o� an el�ed drawing Is �r�d ana wb. � � � � � � FIRE e HYDFiANT � 1 � 1 , ' ' 5084 ' �� 4/07/� � ' .._ =i :t•.. � � SET COVER OF VALVE BOX FLUSH WITH C3RADE AND 2' ABOVE GRADE ELSEWHERE ' '�� N�� r ��. ��` � ' PATCH W/ ACP. CLABS B f HAND TAMP BACIffILL I I AROUND UPPER SECTION 8' MIN ' ' ' , ' C � ' , � LJ 1 I ' , , , VALVE BOX OR C I SOILS PIPE EXTENSION AS REQ'D JACK HAMMER 8� REMOVE ASPIiALT CONCRETE PAVEMENT AND RAISE VALVE BOX FINISH GRADE JOINT W/AR4000 CAST IRON VALVE BOX TOP SECTION EXTENSION STEM REQ'D WHEN DEPTH OF OPERATING NUT IS MORE THAN 4 FEET BELOW FINISH t3RADE GATE VALVE 1 �-2' S� OPERATIN(i NUT —�1 41/4" DIA ,1/8" MIN THICKNESS 21/4' INSIDE WID7'H � � NOTE8 1 EX7EN810N3 ARE REf]UIRED WHEN 7HE VALVE NUT IS MORE TFIAN FOUR (4) FEET BELOW FINISHED GRADE EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG ONLY ONE D[TENS/ON 7�0 BE UBED PER VALVE 2 VALVE BOX EXTEN810NS 8HALL BE 5' C.I SOILS PIPE-7YLER TY SEAL. 3 ALL EXTENSION8 ARE TO BE MADE OF S7EEL, SIZED AS NOTED, AND PAINTED VYITH 2 COATS OF METAL PAINT 4 RAI8E THE VALVE BOX TO FlNI8H GRADE AFlER A8PHALT CONCRETE WpRK IS COMPLETED BUT IN NO CASE LATER THAN 48 HOURS 5 EARS OF THE VALVE BOX TOP SECTION WILL BE INSTALLED INDICATING WATER MAIN DIRECTION City of Bremerton PuBUC woRKs DESI�iN/CONSTRUC770N BTAND�IRDS CAST IRON VALVE BOX ASSEMBLY anerm�«, ar uds arawirg ia prduwmd nny eppousl a en elm�ed �hawtrg le � arw vow 5120 �lon oam. 4/07/09 CITY 8TD C 1 VALVE BOX ASS'Y MJ CAP W/ MEGA LUG X 2• I P GAW PIPE �� DLIC'i1L.E IRON PIPE RE3TRAINED W/ FIELD LOCK CA81�T3 0.� 2' CiAW PIPE 2' C I(iATE VAWEaP X IP wi r o�nnr� Nur 2' BRASS NIPPLE ELEVA�ION Nrs PIPE DIA SOIL TYPE COHESNE CLAY SILY GRANULAR 4" 40' 110' 60' 6" 60' 160' 80' 8" 70' 210' 100' 10" 90' 250' 120' 12" 100' 290' 140' NOTES: 1 BASED ON A TEST PRESSURE OF 250 PSI 2 ASSUMES TYPE 2 LAYING CONDITION W/ SAFEfY FACTOR OF 1 5 3 THIS TABLE DOES NOT APPLY TO POLYWRAPPED PIPE 4 BLOW-0FF A3SEMBLIES TO BE LOC�4TED AT DEAD-ENDS TO BE RESTRAINED BY PROVIDING FIELD LOK GASKETS IN ORDER TO PROVIDE THE NECESSARY RESTRAINED LENGTH OF PIPE SHOWN IN THE TABLE. � City of Bremerton � � PUBLJC WO DESIGN/CONSTRUCi10N STANDARDS 2" BLOW-OFF ASSEMBLY 5201 aio� ot u,� a�,e ��or�ma ay e�rwm a�, �d �,o ReNeion Dama i8 � �a w�a 4/07/09 4• TO THE CAP� 2' C�/1LV PLUC3 � 2' CaALV COUPLING ' ' ' ' ' ' ' ' ' , ' ' ' , ' ' ' ' ' 3/4' GROUT SMOOTF INSIDE 8 OUT 20' MAX WNCRETE BLOCKS OR PRECAST CONC RINGS PRECAST RINGS MUST BE CAS" WITH GROOVE TO FIELD INSTALL SAFETY STEP 1 ST STEP- MAX 18' BELOW COVER CONNECTION TO MANHOI P V C PIPE REQUIRES A � COLLAR CAST CFIAPOda 1All'fH 4000 PSI CONCRETE. CHANNE18I40F PIPE DEPTK BLOPE 2% MIN. NO ORAV� OR BLOqC FOJJI� NEW SEWER S',36' OR 48' HIGH PRECAST :RETE RISER SECTIONS SECTION CHANNEL WITH 3000 PSI :RETE CHANNEL 3/4 OF DEPTH SLOPE 2% MIN RAVEL OR BLOCK FILLING �MPACTED FOUNDATION GRAVEL OR 3/4 MINUS CRUSHED ROpC CllT OUT TOP OF PIPE PVC x CONC MANHOLE ADAPTER �NON SHRINK GROUT �— EX SEWER CAST-IN-PLACE SHELF AND CHANNd MANHOLE BASE SECTION - NEW SADDLE MANHOLE ON EJOSTING SEWER GENERAL NOTES (APPLY TO ALL MANHOLES) 1 PRECABT 8EC710N3 SHALL BE REINFORCED PER AS7M SPECB FOR (�RRESPONDINCi BEWERPI� 2 FlBERC�IA39 REINFORCED PLASTIC SAFETY STEPS, 1' 0 MIMMIAYL SEE DEfAIL 80D7 9. 37EPS IN PRECd�ST BASE SEC110N MAY BE CAST IN PLACE OR MOVABLE SAFETY LAD�R 3ROUTED IN PLACE SEE DETAIL 1iAANHOLE LADDER Alm 3'TEP' 4 ALL HOLES FOR P�PE BHALL BE BLOd�D OUT AT THE i1ME OF CASTINO OF THE SECTION OR CORE DRILLm IN 7HE FlEID 6. ALL RUBBER CiABKEfED MANHOLEB SHALL BE FURMSHED WITH RUBBER CiASI�TT JOINT CONFORMINCi TO A371N CAA3. 8 KOR-NSEAL ADAPTORS SHALI. BE i�m 7 MINIMUM 2% �.OPE ACROSS MANHOLP CHANNFl B. FOR 77' MANHOLE SEE qTY STANWIRD'CATCH BASIN TYPE II' SECTION 4000 'TYPE II CATCH BJ181M � City of Bremerton ► Pusuc woRKs oESi�NVCONS�ucnoN sraNUaH�s --- -------•--_.......� e .....,...,. �ra� eaos 8TANDARD MAMiOLE (1NFiERE A STD MANHOLE CANNOT BE INSTALLED, THE SPECIAL MA1�4 HOLE SHALL BE DETAILED ON THE CONSTRUCTION PLANS ) 48" TO 60" STANDARD MANHOLE DETAIL ar� �r u,� a�ure m�aama nr�y ■� �r � mm�a d�aiMnp le �tl�o�ed md vdd. 6001 I�rwon o�ls 01/26/12 � 3EE CITY STANDARD'RING AND COVER• , !�\�/i\�/�\�/i . �\\j - ' SEE CITY'STANDARD MANHOLE DETAIL• CORE DRILL AND INSTALL ' �E e � LINIC 3EAL OR 3EAL AS �� _ p APPROVED BY THE ENGIN o PVC WYE ' pqEGqgT 3' MIN , RISER ' SECTION 3Q14 P'VC SEWER PIPE � � � � � � � � NOT LE33 THAN 30' � � _� 3034 P1/C 3EWEER PIPE � BA3E � SECT'ION � � 48• � �� PVC 45° BENDS ' � p " p " p ` p p p ` p SEE CRY STANDARD CONCRETE � THRUST BLOCKING DETAIL SECTION 5000 CAST CHANNEL WITH 4000 PSI CONCRETE, �q�p FOUNDATION GRAVEL , CHANNEL3/4' UP PIPE, pR �' MINUS CRUSHED ROCK 3LOPE 2% MIN, NO (3RAVEL OR BLOCK FlWNG , • FOR GENERAL NOTES SEE CITY "STANDARD MANHOLE DETAIL' ' � City of Bremerton OUTSIDE DROP STRUCTURE ' � � � PuBUC woRKs 6004 ' R�lon oet� DESIaN/CONSTAUC710N STANDARDB amreuw, a,� are� �� r � m�a � 01 /26/12 � ' ' ' ' � ' , SEE NOTE 1 PFtOVIDE 7HI�E 1' dA LIFT HOLES �t � FROM CEM'ER OF OOVER SPACED AT', DKiREES (fYP ) �' �! �•! �! ��, — — — — — —1�1�1�1�1�1�1 -I—�—�—�—�—�-1— I � I � I � I — �—I—�—�—�—�--�1—I ,� ��; �; � i � i � i �� j �� ; � i � i � i ��.� — — — �1-1-1-� � A r wvs� �rrERs NONF3IUD INiEGRAL PATiERN TO BE CAST ON iOP OF COVER COVER PLAN RING PLAN ' � , ' , ' ' ' , � 1 ' r � �, � as• SECTION A A DWLLBTA __ .. _w .� DE(iREEB (1'YP 9PL..) ze a�e• �• zs,a• � � � � ��a• r� �a• c � 3a ya• SECTION B-B COVER NOTE3 1 USE YM71� TFffiEE LOCKING BOLTS Bl8 -11 NC STAINLE88 7YPE 804 87FEL SOdCET HEAD (ALL.EN HEAD) BOLTS, 2' LON(i. d�LL FIOLES SPAiCED 1Z0°, TO MATCH FIOL.ES IN I�NC,. 2 COVER MA7ERIAL IS DUCTILE IRON ASTM A598 GRADE 80�65-08 3 S W►LL CONFOF�ut TO SEC. 9-05.16 OF 7HE STANQARD SPEqFlCAi10N6, AS MOdFlED H�INL 4 APPROXIMA7E WEIGHT OF OOVER IS 150 LBS 6 RA71NG - H20 RING NOTES 1 DWLL AND TAP 7HREE 618 -11 NC HOLES 7HR011GF1 WNd AT 120° 2 RING MA7ERULL IS GREY IRON� ASTM A�48 CLASB 30 8 SW1LL COMFORM TO SEQ 9-05.16 OF 7HE STAtmARD BPEqFlCAilONB, AS MOdFlED F�REJN. 4 APPItOXIMATE YVEIGHT OF RINt3 IS 216 LBS 5 RA71NG - FI� OLYMPIC FOUNDRY MH30AD/T � OR APPROVED EQUAL. City of Bremerton PuBUC woRics DESIQN/CONSTRUC110N 8TANDARD8 RING AND COVER am►m� m mis drawi�e � waua�a �uy eparam a en mm�d a�mMr� le ia�,vwr�ma m,a vob 6005 � oeo� 01/26/12 rw�c.0 i+swnr � 18° MAX � �cr n�TV c•Twunwon ■�NG AND COVER' DETAIL NO 6005 NOTE 1) NEW OR EXISTING PRECAST CONCRETE OR BRICK MANHOLE RINC� AIVD COVEFZ INSTALL�TION NTS NOTES: 1 INSTALL CONCRETE ADJUSTMENT RINGS WITH GROOVES FOR INSTALLING STEPS IN FIELD CONCRETE BRICKS MAY BE USED FOR LEVELING ONLY GROUT RING INSIDE AND OUT WITH 3/4' THICK NON-SHRINK GROUT � City of Bremerton ,, ► PU BLIC WORKS �siaNicoHS�ucnoN sraN� RING AND COVER INSTALLATION 6006 FieMefon De� nro�e�on or we a� �s� �e�rwm d�, m�ed �g 01 /26/12 ' ' , ' ' , � � � , ' , ' � � ' � ' ' ��r� 3° � SAFETY STEP 3• � L 48' MAXIMUM LADDER TO HANG FROM MH 3TEP FIBERGLA33 REINFORCED PLASTiC SAFEI'Y 31'EP3 � 8• MIN � � � PREFABRICATED LADDER NOTES 1 FIBERGLASS REINFORCED PLASTIC SAFETY STEPS MINIMUM 2 LADDER REQUIRED IN VAULTS OVER 4' DEEP 3 PROVIDE TRACTION SURFACE ON LADDER STE IN VAULTS REQUIRING REGULAR ENTRY WHICH ARE OVER 10' DEEP City of Bremerton ► PUBLJC WORKS oESearucoNSrRUCnoN sraNOar�s MANHOLE LADDER AND STEP am►� rn ude a�n� � pradwr�a nry �ro�m a��d �+r� �a �r�a � wa. � W Z � W V Z � p � z O � � � z C�7 � � � � � � � z� o J N 6007 ReNelon Det� 01/26/12 ��r� PVC FEMALE PIPE THREADED HUB ADAP'TER AND PLUG PAVEMENT OR FINISHED GRADE � CAST IRON COVER, PER WSDOT STANDARD PLAN B-18b OR EQUAL, LABELED °SEWER" �� COMPACTED BACK FILL 45° BEND 6"ORS" ----� SEWER PIPE /��/�\�/�\�/�\�/�\��\��\�//\��\��`� IF LINE DEAD ENDS, \/i�// �// �///�/,//�/�� yyyE INSTALL WATER7IGHT THREADED PLUG STANDARD CL�AIVOUT EIVD OF SEWER iViAIfV DETAIL NTS NOTES. 1) PIPE BEDDING. TRENCH BAqC FILL, ETC PER CITY STANDARD "SEWER TRENCH' AND'SEWER PIPE ZONE' DETAILS 2) ALL FITTINGS SHALL BE SOLVENT WELDED � , City of Bremerton �' � PUBLJC WORKS DESI�iN/COI�ISTRUC170N ST/WDARDS STANDARD CLEANOUT END OF SEWER MAIN aoe�nan or nes arew�r� re praawoea �vy �o� or� ea�ed maw� �s w�,u,a�ed erw �wa 6025 FieNeion Da6� 8/23/10 � ' � 1 1 ' � , � � � , ' , ' , ' ' ' � �%:; %%:..�.,,,, , _ ;��.,.;�.,.,.;�.,.. �..,, �; ,. '. ; : , :.. : ; � % S ; 1; :' � � : ,:. ;, . , . , , , : ' � • , ..: ; � . , . , � . , .. : . , . , , . "�•�.'.::.,.,;,�•�:;�%:;� � � �.,5��:�:�•%%,� ��; � ;;;1 � ��. �. .. � .:... :��_ G � �rys �R� 3EE NOTE31 $ 2 � e� s�oe sEUV� TYPICAL (GRAVITY) SIDE SEWER CONNECTION 3'-0' � r � � � O. � see cinr •srnri� - CLEANOUT' DETAIL �20 � MIN 2% 3LOPE f- 8' X 4• REDUC�R BUSHING CONNECTION AT BUILDING 4' . �� ° gZ � m LL g � . NOTES 1 SIDE SEWER CONNECTION TO AN EXISTING MAIN SHALL BE MADE BY CORE DRILLING THE EXISTING PIPE AND INSTALLING AN INSERT A-TEE ADAPTOR. 2 A SIDE SEWER CONSTRUCTED AS PART OF A MAIN INSTALLATION SHALL BE INSTALLED WITH A WYE FITTING AND A 45° BEND 3 F�03TING GRADE3 MAY REQUIRE A BACKWATER VALVE SEE BMC 15 03120 � City of Bremerton p � PuBUC woRKs uESi��ucoNSn�ucnoN sraNa►�ns SIDE SEWER INSTALLATION (GRAVITY) AI[eneAbn ot Vda drewing is Pro�ited ArN apprwal of en ePoerBd drmMng ia �wwr�ea �r,a raa. 6�4� � oa� 8/23/10 ��Iiiilili�iiiii _ Iiiii Iii/ �i1ii �Iiii i��ij�� :II �/1 / I i i I q i� 1/ I II I p I� I i� I/I / I i�� 1 p i� 1/ I�/ 1�� 1 i i i/ I qi i I/I/�� Iili�lilil%•�'I/Ii � q�� 1/II \._ WLLECTION VAWE BOX � SEE DETAIL 8120 � P/�� Rq� V PUMP SYSTEM DESKiNED P6t CITY LOW PRESSURE SE1N62 STAImARDS SEE DETAIL 8101 & 8102 (3RINDER PUMP VALVE BOX DETAIL 6119 � TYPICAL PRESSURE SIDE SEWER INSTALLATION No�s 1 81fSTEAA SWLLI.00MPLY 1MTH CRY SEWER STAIdDARD8 AIdD CIiY LONV PRESSURE SEWER DETAIL8 FOR PUMP SY87EM MIMMUM REiIUIREMElVTS. � City of Bremerton � � PU BLJ C W ORKS DESI�N/CON8TRUC770P! STdWDdRD8 SIDE SEWER INSTALLATION (PRESSURE) 6042 ni�reua,oruu.d�re��oro�xma ay�pw� orene�am�,� ReNelonDeOa �e �wb�a er+a raa 02J03/12 � ' ' ' ' ' � , � , ' � ' � , ' ' � � PIPE A D CORE DRILL OPENING INTO EXISTING MAIN MAKE CONNECTION WITH INSERTATEE NOTES 1"D", THE INSIDE DIAM OF THE SIDE SEWER PIPE, SHALL BE 8" OR LESS FOR LARGER VALUES OF °D", USE A MANHOLE 2 CENTERLINE OF INLET PIPE SHALL BE ON RADIUS OF MAIN SEWER 3 MAINLINE SHALL BE 8' MINIMUM DIAMETER. City of Bremerton � � Pusuc woRKs DESItiN/CONSTRUCTION STAND�IRDS SECTION A A << �� a 0` °-45° �1. °1. END VIEW SEE CITY 8TANDARD 'PIPE ZONE' DETAIL NO 8081 UNDI87URBED EARTIi SEWER MAIN SIDE SEWER CONNECTION TO EXISTING SEWER MAIN �m�� ,�� s �euu�ea m�d �aa 6043 � oer 01/30/12 M/U� CONNEC710N WR'H IN8ERTA7EE GRINpBR PYMP INSTALLATION NOTESa 1 PACKAiOED (�RIl�H3 LffT 8TAT10l1 SHl1LL BE EM/�lRd� 1AODE3. WR?81 AS SUPP�D BY 00(�CT EOUIPM�NT MC.14878 NE 66TH 97fEE�. F�DMOIm. WA 98062 (4� 88�1?89. 2 PACKA�m BTATmN TO � 7F� FOLLOWa10 /U SEWAf�1E (#tlImER PUMF. BEI�P08I11VE 018P1ACEI�ENT 7NPE ENVO�ONI�PR W� �SSU70 CAVIiY WrtFi A 1 F�.1800 RPM MOTOR. B) CORRUOA7ED F�PE T/WK WI7H 8a1(iI.E P�1 WBfALLA710N ifE WR?31 18 PACKAQED PI ASMf31.E COI�PLEIE lllQi. F�J1W FOR INBTALLATION T/WKVYILLNAVEAI-1kl�T� CONI�CTION /WD A 4 Mpl IlIF� (iROM�T FOR OW V P�E• � D(IEILiAL G�d( VAWE ASSE66LY � BREAl1�RR PANEL SHALL INCLIJDE TWO 16 AI� �iEAI�RB FOR i}E PIA� 8Y8TELA Alm OI� 16 AM� BREAI�R FOR T!� AI.Mi6l PAI�L FEATUF�B ARE PUBH TO RUN. AlJO�LE ALN�A 1MiX BLLEMCE BUTIOl6 A!m RED LIOHT ALARM N1MNiES Alm Cdil�CfaRB ARE OdAR COOED FOR FJ18E OF QISTALIATION � ffi FEET OF DH�Cf 8t&tY CABLE (SUPPLY CABLE) 3 B.ECTRICAL86MCERECURi9�ENiS 240H10 VOLTB 80r0LE PFU18E POWER WRH 7VY0 POLE 80/11`P BF�AI�R 41MF� CQtQJR R�UR�. 4 OOMRDL PAI�L BHALL BE ATTACF�D TO 7F� ONR�RB Fi0U8E OR WI1H 7HE CRY9 APPROMAI. ATTACl� TO A 4' z4' P� TREAIED P08T SET 81NI'O OONCf�IE 6 FEET HKiH FROM FPIISF�D ORADE TO BOT10M OF PANEL fi SEE TYPiGLL dIiGUR DIA(3RAM FOR WIPoNO BE7Wff7i TF¢ dIM�i3 0�71�Y1011 W B NO 716 OI�AI�t PNI� 6. 6C1� B.BCiRICRL PUNP PAlEL PW0 00lDU1T F10LE(9) FRCM P111�P8 0FC7RICN PAI� WRX WC� BEAL 70 PFEVENT MOIBRII� OR MBEC18 FROM 6ET1410 NIO 7}E PM�. 7 iF� PQdI&im ORADE 8FYU1 � Fi�E DRADIRIO AROU/� 8 AWAY FROAA 7F� TMOC SO BUI�ACE WA78t CJWNOT POIm �-�-��. GRINOER PUI� PACKAGE 7-1/4' PEMILLE TIUtEAOED FD� COUR.PIO W&�111(t6E LP� CCNt�CT TO f�2emER RJNP d.EAP10UT (SEE DE�A� 4• x d P�l1RE TfEAiED POBT - E-0NE BUPPLIED Bf�AI�lt PAI� (SEE I�TE 6� II�ULLL I�W S6ENCE UIBELTOLOWQt — L.�f OORNER OF = PAI� —� _ 1' SCH.40 PVC COMDURAlmF1rT0108 � (AS RECU�RED) B.Q a� �I � FOi181FD (�IRRAOE 8EE M07E 7 I i EOl� BIFPL� T C/IBLE OiBmE 80LD I PECEOFI' �aow�c roF �o�ram cov� _ 1 0 1!6'TML TE$T TEE � 0101�1 PI� RAII 1� M1� I.AVOIi� 1((�BIC YARD CONCI�7E AI�FiOR IS REQUIRED 7�D PF�VENT TANK FROM FLQIITNO -�� UlmIBTURBm W►7NE � rv►�eu+� w►mresan.uraFas ` on�vu� r�quo�o er o� � a ° 9 ° t � City of Bremerton ► � PuBUC woRics �si�N�s�ucnor� sTaN�os - �_ OASI��TOFir P�E S� ORAVI7Y SmE SEINER NOTE 7) 2% MalOiAUM ORAVITY SmE 3EVYER MSTALLATION A8 PER C(IY STAND/1� 2) d.FAWOIl� 8' AMX FROM BULLDOi[a 8) LiF.ANOUT 8FY1LL BE FLUBN WIIH FlNISHm GRAOE V�RIFY a�8T�N0 8E1NBt 0{lTLE'T BEFORE INSTAL�ING GRIN�R P1lMP TAMC GRINDER PUMP INSTALLATION DETAIL ar�on or uus drew�r,� �e �ama nny e�po�m a�, m�aa a�a,a ��a 6101 � �ton oe1� 0?�01/12 � � 1 ' ' ' 1 ' , � , ' ' 1 1 , ' , ' ' 6RINDER Pt�MP INSTALLATION NOTES: 1 THE TANK LOCATION SHALL BE ACCE8SI&.E �R MAINTENANCE AND REPAIR TAN( COVERB SFINl BE APPROIaMATELY 9' ABOVE FlNISHm ORADE FlMSIIED CiRADE BHALL SLAPE AWAY FROM THE STA710N Alm ARE NOT TO BE LOCATED WRHIN'POT HOLE3' 2 NO PIAMiB ARE TO BE LOCATED WfTHIN S FEET OF TT� TAMC. 7HE PROPERTY OWNER SHALL MAINTAIN A 9 dFAR ZONE AROUND TF� TAMC 9 TF� LOCA710N OF 7HE BREAI�R PANEL SHALt. BE I• . , � - c, A) ACCEBSIBLE FOR MAIN7ENANCE AND F�PAIR TO COLLECTOR VALVE BOX — B) VISIBIF FROM THE TANC (8EE DET/1�.) 8120 OR 8121 C) THE BOTTOM OF 7HE PAN0. MI�T BE 9 FROM FlNISHED QliADE, AND D) THE ALAfUTA LICiHT MUST BE VISIBLE FROM 60 (iRINDER PUMP CLEANOUT —� FEET AND MU8T BE VIS�LE IN A 780' RADIUS (g� �qa) 8119 4 FENCES, BUSF�3, OR ANY OTHER 08JECT SHALL NOT HIDE THE LJGHT OR HINDER IN THE MAINTENANCE ANQ�OR REPAIR OF 7HE SYS7EA1 BREAI�R PANEL, MOUNT ON HOUSE OR ON POST AS REQUIRED BOTTOM 8�'ABOVEOROUND - E-0NE SUPPL�D CABLE UISmE SOLm P�CE OF 1' SGimULE 40 PViC CONDU�T 8' MIN 18' MAX 4• X 4• PRESBURE TREA7ED POLE, SET 3'-0° INrO COI�K�iE�E �90 VAC PaWER SUPPLY 8Y OTHERS � �JPPLY CABLE � DISTANCE VARIES 2b FT �AAX (AC7UAL ORIENTATION VAR�B) 6RINDER PUMP PLAN �wr��e srnnoN � s� Pa� �1 � owr�ors DISTRIBlJT10N PANEL NEW 2-POLE L1 BLK 90A CIRCUIT L2 BLK BREAI�R (?AO VOL� WHT NEUTRAL GI�1 CiROUND BUS � L2 PU8F1 O TO RUN � ac 0 �� FROM PUMP NEUiRAL OROUIm BoaRo NOTE: �r�mon muec co�dianm m ��e regu�tlorre a n�e oepertrrent ar Laeor ana �naue4lea ana n,e Nenorrel ElecMc Code. A pemiR and Inepedbne a�e �equlred whether tfle work la peAanned by tha Owner ar a aorltrBCEDr TYPICAL CIRCUIT DIA6RAM � j City of Bremerton ? i TYPICAL CIRCUIT � ' PuBUC wORKS DIAG�►M 6102 a� or uds drewa,a ��d�md nny a�m�m or en m�ed ar�r� �or� oao� DESION/CONSTRUC17oN STAND�IRDS �,me,ma�eam,evdd 8/23/10 6w►oE Mus�r s�.o� AWAY FROM STATION. DO NOT INBTALL ANY PL.ANTS WITNIN S° OF THE TANK. OWNER MNST MAINTAIN A S' c�are zoNe. ,�.,• c�v� OVER D18CH. DISCFIARGE 1-1/4• NPT, SS 37.5' DISCH �— a� r —� �-- 3o.a —� 57.2' LATERAI. VE.NT .— � �'• IMIERT DEP7H 56 0' 31.2' MIN INLET IM.Er• EPDM OROAiONET FOR4' DYV1/ PIPE (CITY STANDiARD, ABTM D0094) "SEE E-0NE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS FBl7� � tltliiFl CiEA41, OOd� BA�J.. 91fCF0 AB pA7111E 111178dAL. OR �PORI� BA�7J.. CLAY AND 81LT8 Af� NOT ACCEPTABLE BACI�7LL '_,1.t .+ . _ NAiNE SOIL UNLESS 07HER1M8E REQUIRED BY IN8PEC.TOR 7 CUBIC YA(m CONCRE7E AWCFIDR �� 7� a� �� A� �s�� ' City of Bremerton � � � PuBUC woRKs DESI�N/COIdS7'RUC170N STANDARDS WH231-55 GRINDER PUMP DETAILS Alteretlon of 1Fds drewirg Ia proFdt�ted Ary epproval d an alBared drawing Is ia�ed and vok! 6103 Re�lon oa� 02/01/12 � , ' , ' , ' , � ' , ' , ' ' , ' 1 ' GRADE TO MATCH TOP RING 6w�oe Musr s�.ope AWAY FROM STATION. DO NOT INSTALL ANY PLANTS WITMIN 5' OF THE TANK. OWNER MU8T MAINTAIN A S' CLEAR ZONE �� OVER DISCH aMOe c� 99 9' RT DEPTH [c�9 DISCHARGE 1-1/4' X 12' BRA33 NIPPLE, THREADED ON ONE END a�.g \ DISG1 INLEf �DM GROMMET FOR 4' DVW PIPE (DISTRICT 3TANDARD, ASTM D3034) "SEE E-0NE INSTALLATION IN3TRUC710NS FOR FURTHER DETAIL3 FILL TO GRADE WITH CLEAN, GOMPACTABLE BACIffILL, 8UCH AS NATNE MATERIAL, OR IMPORTED BACF�ILL — CLAY AND 31LT8 ARE NOT ACCEPTABLE BACFffILL � NA71VE — . . ��!!" �� ': �i�`+, � �-�� _. i ' �_._�"� � . o- - . �u. v• �. . - p ��j��`''�1��✓��i��i��v��G I - � -� I City of Bremerton �� Pusuc woRKs DESIGN/CONSTRUCTION STANDARDS WH 231-73 GRINDER PUMP DETAILS nro�renon or u,m dr� � a►anu�md nry �xv� a en em�red �wtr�p �e �meun,o�a �,d wb 6104 � oeo� 11/06/09 GRlNDER �UMP INSTALLATION NOTES: 1 PACKAGED DUPLEX GRINDER LIFT STATION SHALL BE ENVIRONMENT ONE MODEL WH 4M 4" x 4 PRESSURE AS SUPPLIED BY CORRECT EQUIPMENT INC 14576 NE 95TH STREET REDMOND TREATED POST - WA 98052 (425) 86&7233 E ONE SUPPLIED 2 PACKAGED STATION TO INCLUDE THE FOLLOWINCa BREAKER PANEL A) TWO SEWAGE GRINDER PUMPS SEMI-POSITIVE DISPLACEMENT TYPE (SEE NOTE 5) ENVIRONMENT ONE PROGRESSING CAVITY WITH A 1 HP 1800 RPM MOTOR INSTALL NEW SILENCE B) CORRUGATED HDPE TANK WITH SINGLE POSITION INSTALLATION �qgEL TO LOWER � THE WH 472 IS PACKAGED IN A SINGLE COMPLETE UNR READY FOR LEFT CORNER OF INSTALLATION TANK WILL HAVE A 1-7f4 NPT DISCHARGE PANEL � CONNECTION AND A 4 INCH INLET GROMMET FOR DWV PIPE C) INTERNAL CHECK VALVE ASSEMBLY D) BREAKER PANEL SHALL INCLUDE TWO 15 AMP BREAKERS FOR THE PUMP SYSTEM AND ONE 15 AMP BREAKER FOR THE ALARM PANEL FEATURES ARE PUSH TO RUN AUDIBLE ALARM WITH SILENCE BUTTON AND RED LIGHT ALARM ALL WIRES AND CONNECTORS ARE COLOR CODED FOR EASE OF INSTALLATION 1 SCH 40 PVC E) 25 FEET OF DIRECT BURY CABLE (SUPPLY CABLE) �NDUIT AND FITTINGS � (AS RE�UIRED) 3 ELECTRICAL SERVICE REQUIREMENTS 240/120 VOLTS SINGLE PHASE POWER WITH TWO POLE 30 AMP BREAKER 4 WIRE CIRCUIT REQUIRED 4 CONTROL PANEL SHALL BE ATTACHED TO THE OWNER S HOUSE OR WITH THE CITVS APPROVAL ATTACHED TO A 4" x 4" PRESSURE TREATED POST 5 0 SET 3' INTO CANCRETE 5 FEET HIGH FROM FINISHED GRADE TO BOTTOM OF PANEL 5 SEE DETAIL 6102 TYPICAI CIRCUIT DIAGRAM FOR WIRING BETWEEN THE OWNER S DISTRIBUTION PANEL AND THE BREAKER PANEL 6 E ONE ELECTRICAL PUMP PANEL PLUG CANDUIT HOLE(S) FROM PUMP 8 ELECTRICAL PANEI WITH DUCT SEAL TO PREVENT MOISTURE OR INSECTS FROM GETTING INTO THE PANEL 7 THE FINISHED GRADE SHALL BE FREE DRAINING AROUND &AWAY FROM THE TANK SO SURFACE WATER CANNOT POND GRINDER PUMP PACKAGE L 1 1/4 FEMALE THREADED FIXED � COUPLING DISCHARGE LINE CONNECT TO GRINDER PUMP CLEANOUT (SEE DETAIL) SEE GRINDER PUMP PLAN � FOR SrSTEM LA70UT 1 1@ CUBIC YARD CONCRETE ANCHOR IS REQUIRED TO PREVENT TANK FROM FLOATING UNDISTURBED NATIVE�� ^ MATERIAL �\� �'j / \�� \ NATIVE SOIL UNLESS OTHERWISE �� REQUIRED BY INSPECTOR � CONCRETE BLC � City of Bremerton a r„�,�'� PUBLIC WORKS DESIGN/CONSTRUCTION STANDARDS FINISHED GRADE SEE NOTE 7 E ONE SUPPLIED T '. CABLE INSIDE SOLID I PIECE OF 7" SCHEDULE 40 PVC 2° OF CONDUIT COVER � I ce INSTALL TEST TEE NEW SIDE SEWERS OR AS REQUIRED 8Y CITV 0 ■��■■� ASTM 3034 GASKET TO FIT � PIPE SIZE GRAVITY SIDE SEWER NOTE 1) 2% MINIMUM GRAVI7Y SIDE SEWER INSTALLATION AS PER CITY STANDARDS 2) CLEANOUT 3 MAX FROM BUILDING 3) CLEANOUT SHALL BE FLUSH WITH FINISHED GRADE VERIFY EXISTING SEWER OUTLET BEFORE INSTALLING GRINDER PUMP TANK DUPLEX GRINDER PUMP INSTALLATION DETAIL Alteration of this drawing is prohibited Any approval of an altered dra�nnng is unauthorized and void 6110 Revision Date 10/31 /13 � 1 ' ' ' ' ' ' � ' ' ' ' , ' , ' 1 1 GRADE MUST SLOPE AWAY FROM STATION. DO NOT INSTALL ANY PLANTS YYITHIN 5' OF TIiE TANK. OWNER MUST MAINTAIN A 5' CLEAR ZONE. � as o" COVER OVER DISCH DISCHARGE 1-1/4" NPT SS 38 4° DISCH 44 3° INVERT DEPTH 32 8" INLET 77 1" 0 47 5" INLET EPDM GROMMET FOR 4" DVW PIPE (CITY STANDARD, ASTM D3034) 0 51 4" "SEE E-0NE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, SUCH AS NATIVE MATERIAL, OR IMPORTED BACKFILL CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL FILL TO GRADE WITH CLEAN, NATIVE — COMPACTAB�E BACKFILL, SUCH AS NATNE MATERIAL OR IMPORTED BACKFILL CLAY AND SiLTS ARE NOT ACCEPTABLE BACKFILL BACKFII UNDISTURBE EARTH 1 YZ CUBIC YARD CONCREfE ANCHOR CONCRETE BLOCK; NATIVE SOIL UNLESS OTHERWISE REQUIRED BYINSPECTOR E-ONE MODEL WH 472-77, 77° DUPLEX GRINDER PUMP SYSTEM � City of Bremerton � � ",�`a �� '_ > � � PUBLIC WORKS DESIGN/CONSTRUCTION STANDARDS LATERALVENT WH472-77 GRINDER PUMP DETAILS 6111 Revision Date Alteration of this draHnng is prohibded My approval of an altered drawing is unauthonzed and void 10/31 /13 r_onno Tn ��erru GRADE MUST SLOPE AWAY FROM STATIOI DO NOT INSTALL ANl PLANTS WITNIN 5' OI THE TAa1K. OWNER MUST MAINTAIN A 5 CLEAR ZONE. DISCHARGE 1-1/4" X 12" BRASS NIPPLE, THREADED ON ONE END 4" �RD NATIVE - BACKFI I UNDISTURBE EARTH 1 Yz CUBIC YARD CANCRETE ANCHOR ) GRADE WITH CLEAN 'ABLE BACKFILL SUCH AS �ATERIAL, OR IMPORTED CLAY AND SILTS ARE NOT :EPTABLE BACKFILL NATIVE SOIL UNLESS OTHERWISE REQUIRED BYINSPECTOR CONCRETE BLOCKS �� E-ONE MODEL WH 472-92 92° GRINDER PUMP SYSTEM , � City of Bremerton � ��,,;,; 4 y 5�`_ PUBLIC WORKS DESIGN/CONSTRUCTION STANDARDS WH 472-92 GRINDER PUMP DETAILS 6112 Rewsion Date Altera4on of this drawing is prohibited My approval of an altered dravnng is unauthonzed and wid 10/31 /13 "SEE E-ONE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS � � ' , � 1 ' , � , ' , , � ' � ' ' ' MATERIAL LIST ALL �'Y� wILL a� e0 AI� 71■1■A� t. 4+1� POLYE71iYLBE Pii�1�iE PPE �R 11 p,@IQIM 7D81�) • Z 1-CMi80N.��Bm(�ART�17�1 • S. 1-CNi90N Lp�17a0 YMI� � 4. 1�IM'X�'l�PLEPYC a s -1r1M'S1d�(fl/iD88PXPEEDPq a s-�ueu�ao�+e�uvKVewic � s-�r �e�n�xNUS�et e z - �-��a• as° e�os 9 1- 1 1/4'VYYE • 87R�T UBE RBa1�68 F�ii18 �i Odi��RE7E 9m(AI�D 7RAFFx: BEAR/i0 LD �� LaD�I� ALL PVC WILL BE SCHEDULE 80 AND THREADED = iri- TRACER WIRE INSULATED 12 GAUGE — GREEN COATED WIRE (SOLID CORE) TO BE WRAPPED AROUND THE PIPE FROM COLLECTOR MAINLINE AND CONTINUE WIRE TO GRINDER PUMP CLEANOUT (AS SHOWN) FROM PUMP TANK ii—iii — a ir—ii, � TO COLLEC710N � VALVE BOX 6RINDER PUMP VALVE BOX CLEAN-OUT DETAIL-NEAR PUMP TANK � City of Bremerton � q � � PuBUC woRrcs DESIGWCONSTRUCTION STANDARDS GRINDER PUMP VALVE BOX CLEAN-OUT 6119 STANDARD DETAILS � oe� ao�n«, a uda � �s�a+y �eapwe ' a en m�m � 02/01 /� 2 � MATERIAL u8T w� � PVC 1NILL BE SGMEDYLE 80 ano TMRenoen 1 CARSON JUMBO BOX (PART#1730) 3TACK AS REQUIRED � 2 1 - CAR30N LID (YARI�'� 9 1-1/4• POLYE�FIYI..9dE P� PIPE � SDR 11(LBdtiT'H'TO SUI'n 4 1- S78 MPr (TH� SS IP X PE FmPE) 8 1-1-1/4' x 3' NIPPLE (PV�C) 8 1-1-1/4' UMON BALL VALVE (PV'C) 7 1-1-1/4' BRASS 8WIN0 CHECK VALVE 8 1- REDUCER SDR 11 (SI� TO SUI'T) 9 1- TEE SDR 11(81ZE TO SLA'n 10 1- FEAAALE PIPE THREAD X HUB AD/1PTER 11 1- 1 1/4' 45 ° BEND 121- 1 1/4' WYE 18 1- 1 1/4° OOMPREBSION OOUW.INO 14 1- 1 1/4' MALE PIPE 7FOiEAD X HUB A�WPIER L� , �7 ' ' //=i// _ FROM �tlNOElt —iii - e =iii - P6!!�P � CLEANONT J TRACER WIRE IN8ULATED 12 GAUGE GREEN COA7ED WIRE (SOLJD CORE) TO BE WRAPPED AROUND THE PIPE FROM COLLECTOR MAINLINE AND WNTiNUE WIRE TO GRIImER PUMP CLEANOUT (AS SHOWN} // // = � O O :.;� ��1��`� - - -i= , � �� I�IOTE: 1. CUT�1 COME�G710NB � 7N11CBt W�68 70 ■E BPLIC� 7�71�t USING GiQPP AG� C.."°�T41.�:0 �'�QC3QC3� Z FOIR OR IIO�iE 8T/1C1� IiE76t B�B YAY E R� FOR G�IH S. CAR�Q�1 BmCC BFIALL BE wllfil� F�t '�!. • STREET USE REQUIRES FOG7ITE #� CONCRETE BOX AND SOLID TRAFFIC BEARING LID (H-20 LOADING) S�ID TRAFFIC BEARING LID (F�20 LOADING) MARI�D'SENI�' COLLECTION VALVE �OX AT PROPERTY LINE OR EDGE OF PAVEMENT City of Bremerton PuBUC woRics COLLECTION VALVE BOX CLEAN-0UT STANDARD DETAIL DESIGN/CONSTRUC110N STANDiARDS a� m nda mew� �a wadamd ay eawwm a en m�d a� �e �u�rwr�ed m,a �da. � � �� ' � 6120 ' � oe� 02/01/12 � � , ' ' ' , CI7'Y 8TA1� C.I. - VALVE BQXA�BLY 1' POLY PIPE � � NOTE 4 � 3EE NOTE 3 DOSr0�l0 8E11VBt 1AI11N NOTE: �• c�v. �eo� o� r�rur� ea� �• eman� snz►o� �• c�n�v ar� 4o n�nom � �• cn�v Eu.s HDPE BOX WITH D I LID 1• ODER CONTROL MODULE � � .� r_Ow S� �E B �� 4• x a• �►rm Posr sraN.sss sr� sn�. secu� r cc�n�v ro Posr �\��\� l �� 2'-0° MIN - - �• cn�v ��, niRenom 1" 1' BRA33 NIPPLE OR PVC S� NORE 2 1' 001�. X MALE IP ADVNI6Z W / 8.8. POLY STIFFB�Bt 1• POLY P�E WR1� 12 QA C�R�1 C0�11'ED OOPPER LOCA7E WIIiE 1' COMP X MALE IP ADAPTER 30LID (:aNCREIE BRICK r on� va�ve wi r o�w�►rNO Nur �x � r ao� x � � aosnpra� W/8.8.POLY8� � ' � ' ' ' 1 ' 1 ELEVATION n�s 1 USE APPROVED JOINT COMPOUND ON ALL THREADED CONNECTIONS 2 AIRNAC TO BE BURIED AS SHOWN FOR FREEZE PROTECTION USE CRISPIN US10B, ZQ750 WORlaNG PRESSURE, �" ORIFICE OR APPROVED EQUAL LOCATION OF RISER SECTION TO BE APPROVED BY ENGINEER PRIOR TO INSTALLATION 3 TAP D I SEWER MAINS USING 1" BRASS CORPORATION STOP USE STAINLESS STEEL TAPPING SLEEVE ON PVC MAINS BRAND AND MODEL NUMBER TAPPING SLEEVE TO BE APPROVED BY THE ENGINEER PRIOR TO CON3TRUCTION 4 LOCATE WIRE SHALL BE 12 GA. GREEN COATED SOLID COPPER WIRE, STRIPPED AT BOTH ENDS AND TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION STOP A MINIMUM OF 2 TIN�S OR CRIMPED TO THE LOCATING WIRE ON THE MAIN LOOP AND TUCK EXCESS LOCATE WIRE NEATLY INSIDE N�TER BOX. 5 ALL FITTINGS TO BE BRASS UNLE3S OTHERWISE NOTED B 1' GALVANI�D PIPE ABOVE GRADE TO BE PAINTED WITH 2 COATS RUSTOLEUM HIGH GLOSS GREEN PAINT ' 7 AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT IN MAIN IF THE HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, MAINTAIN ELEVATION OF MPJN TO CREATE HIGH POINT AT A LOCATION WHERE AIRNAC ASSEMBLY CAN BE INSTALLED PHYSICAL LOCATIQN OF TAP AND AIRNAC TO BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION ' ' City of Bremerton PuBUC woRKs 1" AIR 8� VACUUM RELEASE VALVE ASSEMBLY FOR 10" AND SMALLER LOW PRESSURE SEWER MAINS I I DESION/CON8TRUC710N STANDARDS I aro� m nde drewme �a prddwoed nry e�ro� a�, �mred aaw� ' �s �rmwrw�ed em �aa. 6128 � o.� 2/25/10 u C �� i 1 � IJ � ' � , � � ' , � ' ' ' APPENDIX C WSDOT STANDARD PLANS II 1 St 1 3/B" EXPANSION JOINT (TYP p� SEE STANDARD PLAN F-3010 4' - 0" MIN - � TRACT PIANS LANDING -� I ' CURB AND GUTTER � ' o N 4'-0"MIN (TYP)� ' SEE CONTRACT PLANS CURB RAMP - FACE OF CURB ' J J w 0 � J ' Z � w � r m ' � 0 ' ' � 1 SIDEWALK ' �' °� ± � N ` $ _ t � � � � CURB RAMP p ` DETECTABLE WARNING SURFACE - , SEE STANDARD PLAN F�510 � DEPRESSED CURB 8� GUTTER CROSSWALK I ' I PLAN VIEW TYPE PARALLEL A CEMENT CONCRETE PEDESTRIAN CURB � SEE NOTE 9 15' - 0" MAX SEE NOTE 7 - GRADE BREAK � d s s% nnax � � CURB RAMP 4'-0"MIN CONTRACT SEE PEDESTRIAN CURB - �8 �PANSION JOINT (TYP ) - _ SEE NOTE 9 SEE STANDARD PLAN F�30 10 B SIDEWALK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45 10 4' - 0" MIN SEE CONTRACT PLANS a �� '� � 2 0% MAX SIDEWALK ! I ` � LANDING > SECTION OA 15' - 0" MAX i SEE NOTE 7 GRADE BREAK 8� . CURB RAMP LANDING 4' - U_� M�N� 2ACT PLANS IANDING r � 0 � N � NOTES � A�' 1 Provide a separate Curb Ramp for each marked or unmarked crosswalk PEDESTRIAN CURB - Curb Ramp locat�on shall be placed within the width of the associated , SEE NOTE 9 crosswalk, or as shown in the Contract Plans 2 Where "GRADE BREAK" is called out, the entire length of the grade � break beiween the two ad�acent surface planes shall be flush ,, 3 Do not place,Gratings, Junction Boxes, Access Covers, or other appurte- — - rC f nances in front of the Curb Ramp or on any part of the Curb Ramp or 3 „� Landmg ~,,,, 4 See Contract Plans for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb detads DETECTABLE WARNING SURFACE � SEE STANDARD PLAN F�610 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Detads ` See Contract Plans for width and placement of sidewalk � DEPRESSED CURB & GUTTER 6 The Bid Item " Cement Concrete Curb Ramp Type _ does not include �� CROSSWALK the ad�acent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestnan , Curb, or Sidewalks ' 7 The Curb Ramp maximum runrnng slope shall not require the ramp length PLAN VIEW to exceed 15 feet to avoid chasing the slope indefinitely when connectmg TYPE PARALLEL B to steep grades When applying the 15-foot max length, the running slope TOP OF ROADWAY DEPRESSED CURB 8 GUTTER � SEE STANDARD PLAN F-10 12 AND NOTE 6 SIDEWALK of the curb ramp shall be as flat as fieasible 8 Curb Ramp, Landmg, and Flares shall receroe broom firnsh See Standard Specifications 8-14. 9 Pedestnan Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing wdl be at the same elevation as the Curb Ramp or Landing and there wdl be no mater�al to retain 15' - 0" MAX SEE NOTE 7 r- GRADE BREAK 8 39�o MAX 'vl� 2 0% MAX ' � 3/8" EXPANSION JOINT (TYP ) � SEE STANDARD PLAN F-3010 SECTION OB ' "CEMENT CONCRET� - -- — �-- PARALLEL A" PAY l ' 1 1 ' CURB RAMP 3/8" EXPANSION JOINT (TYP ) - SEE STANDARD PLAN F-3010 4� - a� nni�. CONTRACT PLANS - GRADE BREAK 2 0% MAX ,� LANDING SECTION OC LEGEND PEDESTRIAN CURB � SEE NQTE 9 � i "CEMENT CONCRETE CURB RAMP TYPE PARALLELE TYPE PARALLEL A PAY LIMIT `- GRADE BREAK COUNTER S�OPE 5 0% MAX CURB & GUTTER J � CURB RAMP 4' - 0" MIN (TYP ) � SEE CONTRACT PLANS FACE OF CURB ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT i i SLOPE IN EITHER DIRECTION ��TRj � ti 4,��OQ WAS�� ,� 8 �� c�'�� ., `�1� �`�� 8 W '� �� o`� A � $�� O� �� 34363 �O ��► q � $ � �tsT�� G ti � �� s ��NAL �� g��e PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich Ill 6/20/13 STATE DESIGN ENG�NEER �A� � Washmgton Stafe Deparfmant of Twnsporlalwn ��/ i e J J W C 0 J z � w � ' m � ,� � A B i 1 1 �� CEMENT CONCRETE ' PEDESTRIAN CURB � � SEE NOTE 9 Y 6 ► CEMENT CONCRETE ' CURB 8 GUTTER � SEE NOTES 4 & 6 DETECTABLE WARNING SURFACE — � SEE STANDARD PLAN F�5 70 1 I 4' - 0" MIN — SEE CONTRACT PLANS CEMENT CONCRETE � LANDING PEDESTRIAN CURB CURB RAMP — SEE NOTE 9 � MATCH SIDEWALK (4' - 0" MIN DETECTABLE WARNING SURFACE —� ) "' SEE STANDARD PLAN F-4510 � SEE CONTRACT PLANS � �� `�� t I.- �� ___ _ ___�_ I � ' PLAN VIEW TYPE COMBINATION WITH BUFFER ' , � ' ' ' 1 1 ' CEMENT CONCRETE PEDESTRIAN CURB — SEE NOTE 9 CURB RAMP CEMENT CONCRETE PEDESTRIAN CURB — SEE NOTE 9 SECTION AO 3/8" EXPANSION JOINT (TYP ) � SEE STANDARD PLAN F-3010 BUFFER STRIP (TYP ) — SEE CONTRACT PLANS DEPRESSED CURB 8 GUTTER � SEE NOTES 4 8 6 CURB RAMP � 4' - 0" MIN SEE CONTRACT PLANS I � 2 U N 111�M . p • � ' . _ ' CEMENT CONCRETE PEDESTRIAN CURB (TYP ) � SEE NOTE 9 I� 15' - 0° MAX SEE NOTE 7 GRADE ` BREAK 83% D CURB RAMP 4'-0"MIN SEE CONTRACT PLANS � 2 0% MAX 'v � D � p � LANDING 3' - 0" MIN — SEE BUFFER STRIP r�_ D . SECTION OB F .. ..� . . I ��, \,�, CEMENT CONCRETE CURB AND GUTTER — SEE NOTES 4 8 6 DETECTABLE WARNING SURFACE � SEE STANDARD PLAN F�610 � GRADE BREAK COUNTER SLOPE TOP OF 5 p"/ MPJ� ROADWAY � 7�� /�r?�'�_ DEPRESSED CURB AND GUTTER � SEE STANDARD PLAN F-101� AND NOTE 8 DEPRESSED CURB AND GUTTER — SEE NOTES 4 8� 6 TOP OF ROADWAY CEMENT CONCRETE CURB AND GUTTER � SEE NOTES 4 8 6 DETAIL OD CURB RADIUS DETAIL 15' - 0" MAX SEE NOTE 7 GRADE BREAK— 9 3% MAX 3" R �P ) 0 NOTES 1 Prov�de a separate Curb Ramp for each marked or unmarked crosswalk Curb Ramp locat�on shall be placed within the width of the associated crosswalk or as shown in the Contract Plans 2 Where "GRADE BREAFC' is called out, the entire length of the grade break between the two ad�acent surface planes shall be flush 3 Do not place Grat�ngs, Junction Boxes, Access Covers, or other appurtenances m frorrt of the Curb Ramp or on any part of the Curb Ramp or Landing 4 See Contract Plans for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestnan Curb detads 5 See Standard Plan F-3010 for Cement Concrete S�dewalk Detads See Contract Plans for width and placement of sidewalk 6 The Bid Item "Cement Concrete Curb Ramp Type _' does not include the ad�acent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestnan Curb, or Sidewalks 7 The Curb Ramp maximum runrnng slope shall not reqwre the ramp length to exceed 15 feet to avoid chasing the slope mdefindely when connecting to steep grades When applying the 15-foot max length, the runrnng slope of the Curb Ramp shall be as flat as feasible 8 Curt� Ramp, Landing and Flares shall receive broom firnsh See Standard Specifications 8-14. 9 Pedestrian Curb may be omitted if the ground surface at the badc of the Curb Ramp and/or Landmg v�nll be at the same elevation as the Curb Ramp or Landing and there �nnll not be material to retain LEGEND — � SLOPE IN EITHER DIRECTION 4'-0"MIN 15'-0" MAX SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 2 0% MAX _ `r � 8 � � < � A • C w � CURB RAMP �-- �qNDING 3/8" EXPANSION JOINT (TYP } � SEE STANDARD PLAN F-3010 SECTION OC J� "CEMENT CONCRETE CURB RAMP TYPE COMBINATION" PAY LIMIT — SEE NOTE 6 � J� .� � iso�nErwc v�Ew TYPE COMBINATION PAY LIMIT I 1 � � CURB RAMP 4 �TRI � � � �, � 4,� �og r�.sq�� ,� �� '� � `�' `� a � 4 �� , � �� 8 � �� •o � F �'Z� �O � 34363 O � $�� 'A� N CISTBR�' G 1� �� ua�`� gm��8 COMBINATION CURB RAMP STANDARD PLAN F-40.14-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich lll 6/20H3 STATE DESIGN ENGINEER DATE � Wosh�ngton STate Daparlment of Transpoefalwn �// � J J w 0 0 , J z � w LL LANDING m � GRADE BREAK � SEE CONTRACT PLANS - � 4'-0"MIN 0 ' CEMENT CONCRETE SIDEWALK - SEE NOTE 5 J FLARE (TY� ) � 3/8" EXPANSION JdINT (TYP ) - SEE STANDARD PLAPI F-3010 � , GRADE BREAK � CURB, OR CURB �` , AND GUTTER - SEE NOTE 4 , FACE OF CURB -� MEASURED PARALLEL TO CURB (TYP ) � e , SLOPE TREATMENT � ' SEE STANDARD PLAN F-3010 ' � ' ' ' ' ' A I � / I 2 0� nnax i I 10 0%� I'' -�'_ ' � CURB RAMP WIDTH 4' - 0" MIN LANDING TO MATCH � CURB RAMP WIDTH � SEE CONTRACT PLANS GRADE BREAK LANDING - SEE CONTRACT PLANS - CURB RAMP 4' - 0" MIN CEMENT CONCRETE SIDEWALK - SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO SIDEWALK SEE CONTRACT PLANS � WIDTH (TYP ) 4' - 0" MIN � 3/8" EXPANSION JOINT (TYP ) - SEE CURB RAMP STANDARD PLAPI F-3010 v,, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP )- SEE CONTRACT PLANS ��„ 100% � � " ° �" v`, � _�..�-w- - - � CURB, OR CURB - µ `""' � AND GUTTER - �DETECTABLE WARNING SURFACE � SEE NOTE 4 SEE STANDARD PIAN F-4510 � � DEPRESSED CURB AND GUTTER � CROSSWALK SEE NOTE 4 � PU4N VIEW TYPE PERPENDICULAR A LANDING DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-4510 4'-0"MIN _i_ 15'-0"MAX SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK 2 0°r6 M�NC 8 3% MAX o . . e e � CURB RAMP � � SECTION O FACE OF CURB CEMENT CONCRETE PEDESTRIAN CURB � SEE NOTE 4 NOTES 1 Provide a separate Curb Ramp for each marked or unmarked crosswalk Curt� Ramp location shall be placed within the width of the assoaated crosswalk or as shown in the Contrack Plans 2 Where "GRADE BREAIC' is called out, the entire length of the grade break between the finro ad�acent surface planes shall be flush 3 Do not place Grat�ngs, Junction Boxes, Access Covers, or other appurte- nances in front of the Curb Ramp or on any part of the Curb Ramp or Landing 4 See the Contract Plans for the curb des�gn specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb detads 5 See Standard Pian F-30.10 for Cement Concrete Sidewalk detads See Contract Plans for width and placement of sidewalk 6 The Bid Item Cement Concrete Curb Ramp Type _' does not include the ad�acent Curb, Cu[ti and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk 7 The Curb Ramp maximum runnmg slope shali not reqwre the ramp length to exceed 15-fieet to avoid chasmg the slope �ndefinitely when connectmg to steep grades When applying the 15-foot maximum length, the runrnng siope of the Curb Ramp shall as flat as feasible 8 Curt� Ramp, Landmg, and Flares shall receive broom finish See S�ndard Specificat�ons 8-14 LEGEND - — SLOPE IN EITHER DIRECTION 3" R TYP DETECTABLE WARNING SURFACE � SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER � SEE NOTE 4 CURB RADIUS DETAIL O CEMENT CONCRETE CURB RAMP "TYPE MIT � ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT GRADE BREAK I i � 2' - 0" I MIN SEE CONTRACT PLANS - 2 0� MAX 4� - 0" BUFFER WIDTH - MATCH TO � �� CURB RAMP DEPTH (TYP ) A CURB RAMP WIDTH 4' - 0" MIN � LANDING TO MATCH CURB RAMP � � WIDTH � SEE CONTRACT PLANS r� u,, ! v,, �_.� �i,. � �„ � v � v u, i CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 D I DETECTABLE WARNING SURFACE � � �� SEE STANDARD PLAN F-4610 � DEPRESSED CURB AND GUTTER CROSSWALK \ PLAN VIEW TYPE PERPENDICULAR B (SHOWN V1ATH BUFFER) GRADE BREAK COUNTER SLOPE - 5 0% MAX � TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10 12 4�TRjC� � 4.� Q ,u� W�syr �A ��a�� '� � `�,' � a � � A� �� " - � '�� w `C � � � �� •o ^ � ��`�I �O � 34363 O �► � � � � � 't'� �C(STBR�' G ti� �� a�`� z PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich lll 6/20/13 STATE DESIGN ENGINEER DAiE � Wash�ngton State Depaelmenf of Transportata� �// � , MATCH SiDEWALK ' WIDTH � 4' 0" MIN - SEE CONTRACT PLANS 3/8" EXPANSION JOINT ' (TYP ) � SEE STANDARD - PLAN F-3010 SIDEWALK - SEE NOTE 6 1 � -- ' � BUFFER STRIP - SEE � , CONTRACT PLAN� PEDESTRIAN CROSSING , CLOSURE SIGN J J W 0 �� w � , m � 0 , GRADE BREAK - SIDEWALK � SEE NOTE ' , ' ' ' ' , � PEDESTRIAN CURB - SEE NOTE 10 - 0" MIN � � � � o N N � ,. � .� GRADE BREAK 2 0% MAX 1 u � �° D CURB 8 GUTTER - SEE NOTE 5 CURB RAMP FACE OF � � CuRB pLAN VIEW TYPE SINGLE DIRECTION A a5'-0�'MAX SEE NOTE 8 8 396 MqX � CURB RAMP "CEMENT CONCRETE CURB RAMP r.,..� ........ � .,��,.t�..., .�� AY LIMIT ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT PEDESTRIAN CURB - SEE NOTE 10 MATCH SIDEWALK WIDTH � 4' 0" MIN SEE CONTRACT PLANS � LANDING �g�� pqNSION JOINT - SEE � 3" R STANDARD PLAN F�30 10 t� – Z Q p — � o - �� SIDEWALK � � � I v SEE NOTE 6 DETECTABLE WARNING SURFACE BUFFER � SEE STANDARD PLAN F-45 70 STRIP PEDESTRIAN CROSSING CLOSURE SIGN DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-4510 GRADE BREAK COUNTER SLOPE 5 0°Yo MAX TOP OF _ .� ROADWAY LANDING � DEPRESSED CURB 8 GUTTER - SEE STANDARD PLAN F-10 72 SECTION o GRADE BREAK 51DEWALK � SEE NOTE 6 MATCH SIDEWALK WIDTH � 4' 0" MIN SEE CONTRACT PLANS NOTES 1 This plan is to be used where pedestnan crossing in one direction is not BUFFER pe�i�d STRIP 2 Curb ramp location shall be placed within the width of the assoGat� crosswalk, or as shown in the Contract Plans 3 Where "GRADE BREAFC' is called out, the ent�re length of the grade break PEDESTRIAN CURB between the iwo ad�acent surtace planes shall be flush - SEE NOTE 10 4 Do not place grat�ngs, �unction boxes, access covers or other appurtan- ences in front of the curb ramp or on any part of the curb ramp or landing 5 See the Contract Documents for the curb design specified See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb � and Gutter and Pedestrian Curb detads _��, 6 See Standard Plan F-3010 fnr Cement Concrete Sidewalk Detads � See contract plans for width and placement of sidewalk O � � 7 The bid item "Cement Concrete Curb Ramp Type"does not include the ad�acent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian `�,.,� � pETECTABLE WARNING SURFACE Curb or Sidewalk, or the pedestrian crossing closure sign ��J SEE STANDARD PLAN F-4510 CURB 8� GUTTER 8 The curb ramp maximum running slope shall not require the ramp length to - SEE NOTE 5 exceed 15 feet to avoid chasmg the slope mdefinitely when connecting to steep grades When applying the 15 foot maximum length, the running CURB RAMP slope of tfie curb ramp shall be as flat as feasible 15' - 0" MAX SEE NOTE 8 GRADE BREAK 8 34� AA�qX V 1" RADIUS ..::\.? CORNER .::::.� •::::::::.. PEDESTRIAN CURB ��•••••••�� 9�� ANG�E RADIUS MAY VARY ��-o DETAIL OD 2 0% MAX 9 Curb ramps and landings shall reoeive broom finish See Standard Specifications 8-14 10 Pedestrian Curb may be omitted if the ground surtace at the badc of the Curb Ramp and/or landing wdl be at the same elevat�on as the Curb Ramp or Landmg and there wdl be no matenal to retain 15 - 0" MAX SEE NOTE 8 GRADE BREAK LEGEND - — SLOPE IN EITHER DIRECTION B 3%MAX � a CURB RAMP � LANDING SECTION OB "CEMENT CONCRETE C TYPE SINGLE DIRECTION B � � DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-4510 DEPRESSED CURB AND GUTTER - SEE NOTE 5 CURB RAMP SIDEWALK - SEE NOTE 6 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT 4p�TRrc �m�� 4 � � w,�sy�� ,� �� 8 �' `�°� ` � ��a�� a � �, � � �� e � ~c �� `� A ^ � ` ��q'aY �O� �� 34363 �O � $�� , c(ST�� G 1� �� s ��NAL �� €�a��S SINGLE DIRECTION cuRB �►MP STANDARD PLAN F-40.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich lil 6/20/13 STATE DESIGN ENGINEER �A1E � Woshmg�on Sfafe Daparfmant of Tronsporlatron ��/ L FACt �r CURB PLAN VIEW TYPE SINGLE DIRECTION B � � z w � � w m J J m , m � 0 ' ' ' i 1 ' ' ' � ' � ' , ' , ' 2x2 WOOD POST FENCING MATERIAL -� I � C � 0 � HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR 1' - 0" MIN (DEEPER FOR UNSTABLE SOIL) STAPLE TOP TIE SELF-LOCI4NG TIE - NYLON 6/6 (MIN GRADE), r 50# MIN TENSILE STRENGTH, UV STABILIZED FENCING MATERIAL � a � STEEL T-BAR POST SELF-LOCKING TIE - NYLON 6/6 (MIN GRAD�, 50# MIN TENSILE STRENGTH, UV STABILIZED 6' - 0" MAX � ENVIRONMENTALLY 2 � _ 0 �� SENSITIVE AREA (DESIRABLE) BOUNDARY 2x2 WOOD OR STEEL T-BAR POST TYPICAL SECTION I ELEVATION t NOTE ( 1 Post shall have sufficient strength and durabd�ty � to support the fence through the life of the pro�ect i � ELEVATION FENCE ON SLOPE i HIGH VISIBILITY FENCE STANDARD PLAN 1-10.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich lll 08-11-09 5TATE DESIGN ENGINEER DATE � � wasnm9ro� swfe oa�,anmem of rmr�sPommon �� ; �;; � � ' 0 � 0 ' U � J � m � � '� � ' ' � � , 1 ' 1 ' i ' � ' � SEDIW SECTION VIEW NOT TO SCALE 1SS WTE DEVICE �R DRAINAGE GRATE NOTES 1 Size the Below Inlet Grate Dev�ce (BIGD) for the storm water structure it WIII S6MCe 2 The BIGD shall have a budt-in high-flow relief system (overflow bypass) 3 The retneval system must allow removal of the BIGD without spoling the collected matenal 4 Perform mamtenance in accordance with Standard Specification 8-01 3(15) STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich Ill 09-20-07 STA1E DESI�N ENOINEER �� W�hmgton Sfate Deparlmant of Trarroporlol�on �� , ' � , ' ' , � , � APPENDIX D CONSTa2UCTION �ORMS � ' , ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS ' <Project Title> <City Project Number> -<City Construction Contract Number> ' <CONTRACTOR>, hereby indicates agreement wrth, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, mcluding Washington State sales andlor use t�es, and the final Contract Time of <NNN Days>, as full and final compensation for all Work ' performed m connection wrth Contract Number <City Construction Contract Number>, and does hereby release the Crty of Bremerton from all clauns, liabilrty, demands, damages and actions of any lcind whatsoever, arismg from performance of that Contract , <CONT1tAC'I'OR> , gy Date ' Title ' Certificate of Notarv , Subscribed and sworn to before me tlus day of � ' I� � , � ' � ' � � � � - � � � � _ � � � � � � � � � Revision 1 - 4/5/01 City of Bremerton Engineering Division Daily Force Account Report Contractor: � ' ' 1 � � � ' , � � ' � ' � � � ( � I I i' i CITY OF BREMERTON REQUEST FOR INFOi�MATION Log No. (Unique, Chronological) Project Title Contractor: Project No.: Contract Date: (For Contractor's Use) Date Sub�ect Information Description Contractor's Authonzed Signature I Date Information Descript�on Owner's Authorized Signature (For Owner's Use) Sub�ect � � � � ■i■ � s � ■� � � r � � � ■� � �■■ ■� CITY OF BREMERTON Pro�ect Contractor Pro�ect No SHOP DRAWING SUBMITTAL Submittal No Date Resubmittal (Y/N) Previous Submittal No -- To Be Com leted b the Contractor To Be Com leted b the Ci Speafication No Make Amend Item P/C Para / Dwg Copies Exceptions Corrections and Re�ected No " Reference Descn tion of Item Sub'm Taken Noted Resubmit Resubmit (") P- Partial Submittal, C- Complete Submittal Contractor, mitial by either (a) or (b), to certify the following (a) We have venfied that the matenal or equipment contamed in this submittal meets all reqwrements speGfied or shown (no exceptions) (b) We have venfied that the matenal or equipment contained m this submittal meets all reqwrements speafied or shown, except for the folloHnng dewations (list deviations) - _ Contractors Authonzed Representative Review Remarks CorrecUons or comments made relative to submittals dunng this review do not relieve the contractor from Very tR�ly yOUB, compliance with the reqwrements of the drav�nngs and speGficaUons This check is only for review of City Of Breme�tOn general conformance with the design concept of the pro�ect and general compliance with the informaUon Dept of Public Works and Utd�t�es given m the contrect documents The contrador is responsible for co�rming and correlat�ng all quanUUes and dimensions, selectmg fabncation processes and techrnques of construdion, coordinaUng his work with that of other Vades, and performmg his work m a safe and saUsfactory manner Pro�ect Engineer � , ' CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: Date: Project Name Project # Contractor: Notice to Proceed Date: � YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S) � � ' I ATTACHME ' , � ' ' ' � , � ' ' If a claim is made that the above change(s) have affected Contract Pnce or Contract Times any claim for a Change Order is based thereon wdl involve one or more of the following methods of determming the effect of the change(s) The Change Order wdl be executed in accordance with Section 1-04 4 of the WSDOT Standarri Spec�ficat�ons, or Article 10 of the General Conditions Method of determirnng change m Contract Pnce ❑ Urnt Pnce ❑ Lump Sum ❑ Time & Materials ❑ Other Method of determirnng change in Contract Times ❑ Contractor's Records ❑ Engineer's Records ❑ Other Estimated increase (decrease) in Contract Price $ If the change involves an mcrease, the estimated amount is not to be exceeded without further authorization RECOMMENDED CONTRACTOR By PAGE 1 OF 1 Estimated increase (decrease) in Contract Times Substantial Completion 0 days, Ready for final payment 0 days, If the change involves an increase, the estimated times are not to be exceeded without further authorization AUTHORIZED CITY OF BREMERTON By ' �� ' , ' , ' ' Cl 1 1 1 1 1 1 i 1 ' ' � CITY OF BREMERTON Date � , DAILY QUANTITY TABULATION FORM page Pro ect Name Pro ect Number Ins ector Contractor Descri tion of Work B�d Description of Item B � d Unit Quantity Item Quanti For toda Inspector's and Contractor's signatures are reqwred Quantities Reported by Refer to Section 1-09 1(1) for reporting reqwrements Inspector, C�ty of Bremerton Reviewed and Acknowledged Contractor � � � ' �� ' APPENDIX E GEOTECHNICAL REPORT FOR SHELDON BOULEVARD � , �I � ' � ' ' ' �J , � lJ ' �l � ^`"'�, y ��i� � ��B a �� I��O .� � �F �� ,; � � � q �t*� �;_ �'a�Qt�`."h4tlt�� t.t`�(F r�ati'E;ic�id'tiM�6lt�L, C��t1P.TwN�';3 Al!#9rG1 �.at IF ORNIA COLCF�OG r LOI<ICA �l4fSS61JRi OREGON SrtRSt hhG (ON ' , , � ' October 18, 2013 Crty of Bremerton Engmeenng & Water Resources 3027 Olympus Drive Bremerton, WA 98312 Attn Mr William Davis, P E RE: SI�EI..DON BOUI.,EVARD PAVElV�EN'� DESIGN ItECO1VilVIENIDA'I'gONS, , BREMERTON, WASHING'I'ON ' ' ' ' We are pleased to submrt this letter with our pavement design recommendations for the above- referenced pro�ect This letter presents the results of our subsurface explorahon and engineering analyses to develop recommendation for the new pavement section Our services were provided in accordance wrth the scope of services outlmed in our e-ma.il proposal dated September 30, 2013 Our services included conducting a field reconnaissance, soil sampling and testing, and performing engineermg analyses to develop the recommendations provided in this letter During our ficld reconnaissance, we observed the condrtion of the existing pavement, measured aggregate tluckness and classified the subgrade soil PAVEIVI[�N'T ' The existmg Sheldon Boulevard roadway consists of Portland cement concrete (PCC) pavement During earlier mstallation of sarutary sewer lme, the PCC pavement was saw cut and the sarutary sewer installation was completed, trenched section was patched with hot-�rux asphalt (HMA) ' pavement The existing PCC pavement is in poor condrtion The roadway is currently lightly used mainly by the passenger vehicles and occasional trucks Numerous cracicing of the existing ' PCC pavement indicates that differential settlement of subgrade soils has occurred It is our understanding that the existing PCC pavement will be completely removed and replaced with new flexible HMA pavement We also understand that the existzng sarutary sewer pipe will be , ' ' ' replaced wrth a new pipe 4�0 NORTH 391"ri STREET, SUtT�: 100 f' O C30X 30Q303 SEAT"fL� WASMIPJGTON 9£f103 206-632-�0?0 FAX 2Q6-695-6777 Td� 1-800-833-6388 ww�,v shannt�n�vi[son cam 21-1-21280-002 �l Crty of Bremerton Attn Mr William Davis, P E October 18, 2013 Page 2 of 5 u ,, �F � � Pavex�aent Coreng ancl Subsurface Comditio�ns On October 9, 2013, we visrted the site to evaluate the subsurface condrtion below the existing PCC pavement The condrtion and thickness of the existing PCC pavement and subgrade soils were assessed usmg testing methods consisting of cormg the pavement and evaluating the exposed subgrade soils Pnor to oux site visrt, Ciiy of Bremerton personnel cored the PCC pavement at six locations The locations of the core holes are indicated in the Site and Exploration Plan, Figure 1 A hand-auger was used to sample subgrade soils and to evaluate subgrade consistency Samples were obta.ined using Porter sampling equipment using a 40-pound weight fallmg 18 mches to drive 1 2-inch outside-diameter splrt-spoon sampler The number of blows for the last 12 inches of penetration was used to evaluate relative densrty of subgrade soils The Porter penetration resistance in blows per 6 inches correlates approximately to the Standard Penetration Resistance in blows per foot at values up to about 25 Table 1 prescnts the summary of observed pavement and subgrade soil condrtions 'PABLE 1 S�)MNIARY OF EXISTING PAVENgENT CONI�ITION AND SUBGRAfl�E SOILS � Pavement Subsurface Cond�t�on Type Borm ! in La er i in La er 2 m B-1 From 0 to 8 From 8 to 26 Loose, brown and �'ay From 26 to 44 Very loose, brown PCC sand with avel SP , mo�st, (fill) sand with avel SP , moist, (fill) From 0 to From 7 5 to 26 Loose, brown and gray From 26 to 56 Very soft, reddish and B-2 7 5 PCC sand wrth gravel (SP), motst, (fill) brown, silty sand (NII,), wet, numerous or anics From 0 to 7 From 7 to 29 Medium dense, brown B-3 HMA and gray sand wrth gravel (SP), moist, (fill) From 0 to 7 From 7 to 15 Medium dense, brown From 15 to 22 Medmm dense, gray B-4 pCC and gay sand with silt and gavel (SW), gravel wrth sand (GW), moist, strong moist, (fill) sewer odor, (fill) From 0 to 7 From 7 to 27 Loose, brown and gray From 27 to 63 Very soft, gray and B-5 pCC sand with gavel (SP), moist, (fill) brown, silty sand (ML), wet, some or amcs B-6 From 0 to 8 From 8 to 17 Dense, brown gravel with PCC sand (GW), moist, crushed rock, (fill) Notes Depth of pavement and subgrade soils was measured with respect to the fimsh grade 1 Bonng B-3 �s located in hot-m�x asphalt (HMA) patch Soils cons�st of san�tary sewer trench bac�ll 2 Bormg B-4 encountered lateral samtary sewer pipe at depth of 22 u►ches m= mch, PCC = Portland cement concrete 21-1-21280-002-L1 dacx/wpNcn � � � � � � � � � �� L _� � 21-1-21280-002 ' � � � City of Bremerton Attn Mr Will�am Davis, P E October 18, 2013 Page 3 of 5 ;_ � � � ;�. ; � �� , r. ' � Pavement Section Design , The pavement sections were evaluated using the American Association of State Highway and Transportation Officials (AASHTO) method for flexible pavement design (AASHTO, 1993) and conform to Waslungton State Department of Transportation (WSDOT) requu�ements This ' design method is an empirical design based on actual performance tests that considers the strength of materials and traffic stresses in each layer of the pavement cross sec�on as well as the ' strength of the subgrade below the pavement The Sheldon Boulevard subgrade soil cons�st of approximately 1 5- to 2-foot-thick, loose to ' medium dense granular fill placed over very soft to soft c,ohesive soils with orgarucs Our visual classification tests indicate that soft soil has greater than 50 percent fines content In accordance ' wrth the WSllOT Pavement Design Guide (WSDOT, 2412), we recommend assuming a"poor" subgrade condition (based on fines content and relative density of subgrade soils) Accord�ngly, we used a Resilient Modulus (MR) of 3,000 pounds per square inch for pavement design ' � �� ' ' , �I �� We estimated vehtcle usage based on discussions v�nth the City of Bremerton and predicted activities at the site The CiTy of Bremerton did not provide specific traffic counts for this pavement design We understand that the street will serve mainly a low volume of passage vehicles and two garbage collection trucks on a weekly basis We estimate approximately 150 passage cars w111 use the street on a daily basis (approximately one car every 5 minutes during dayhght time) For HMA pavement, we assumed a 20-year design life wrth no growth Equivalent single �le loads (ESALs) were estimated based on load equivalency factors developed by AASHTO (1993) Input data used for our analyses are presented m Table 2 ' 21-1-21280-002-L1 doc�c/wpNrn 21-1-212g�-��2 � ' � Crty of Bremerton Attn Mr William Davis, P E October 18, 2013 Page 4 of 5 0.J0 �Y�V �u `�`Ld #1 lvY�16sA../�d `�4 y6 Td9u6u , ' TABI.E 2 INPUT g9ATA F0�2 HOT-NdIX ASPHALT (HNYA) PAVElVIENT ANAL�SES Parameter Design hfe [years] Design traffic load [ESALs] Reliability, R [%] Overall standard deviation, S OPSI Subgrade resilient modulus, M [ksi] Asphalt layer coefficient, ai Base course layer coefficient, a Base course dramage coefficient, m2 Base course resihent modulus, Base M [ksi] Levee Crest and Access Ram 20 2,260 85 OS 15 30 0 44 0 13 10 28 Notes ESALs = equivalent s�ngle axle loads ksi = ktps per square mch M = resilicnt modulus Paveenent Section Recommendatioms Based on observed "poor" condrtion of subgrade soils and traffic mformation provided by the Crty, we recommend an HMA pavement section consisting of 3 inches of HMA, overlymg 4 inches of crushed surfacmg base course Priar to placmg the base course, we recommend that an 8-inch layer of compacted granular material be placed over a geognd to help stabilize the loose/soft subgrade The fill should be compacted to a mimmum 95 percent of the modified proctor maximum dry density per ASTM International (ASTM) D 1557 (ASTM, 2007) On-stte sand with gravel may be reused as backf'ill over the geogrid provided rt is not overly moist or contaminated wrth unsuita.ble materials We recommend that a TXS tnaYial geogrid or equivalent be used to reinforce the fill placed over the soft subgrade The geogrid is manufactured from a stress-resistant polypropylene sheet that is punctured to form ribs onented m triaxial directions Please refer to Tensa.r Internattonal Corporation (2013) for TXS product specifications and mstallation procedures Aggregate base course, and HMA should be constructed m accordance wrth WSDOT and American Public Works Association (APWA), Standard Spec�fications for Road, Bridge, and Municipal Construction (WSDOT/APWA, 2010) HMA should conform to Section 5-04 m the WSDOT Standard Specifications zi-t-z►zso-oo2-Li aoc��nx�, 21-1-Ziaso-ooa ' p ' ' , ' , ' ' ' ' r t , ' ' ' � ' r ' Gity of �3xemertan Attn: Mx W�il�am Uav�s, P� (�ctnb�r 1 �, 2� 13 Pa�e 5 of 5 ��`'9k�� '�`��..��+�G�� W�, A��regate for HMA sht�u[d meet Sectian 9-t�3 8 requirements for Hl�� sub�ccted to less than � matll�csn �SA�,s. HM.A shQUld consist caf I1.MAi Class YZ-Yn;ch aggre�ate m accordatxce with Sectian 9-03 8(2) B�se course should meet tl�e requtrennents of WSDC)T-55 S�ction 9-03.9(3) for �rushed surfa�ang base course The base caurse should b�e cdmpac.-ted co at least �S perc�nt caf maxrznum dry d�nsity Th� basc course shc�uld be proof rolled with a lt��ded dump truck {pr equivalcnt} to �heck for yield�ng conditians Any yieldang areas should be suitably repl�ced Sc��, loc�se, wet, ar otherwise yi�tdYng mater�al s�aould be remc�ved and �eplaced We recc�mtnend that Sliann�n & W�Ison be retaxned ta observe the subgrade excavatian and geo�rid installa�nn. Sineerely, SHANNON & WILSON, INC. Nt�� Ra�� Geot�chnicalStaFf � M.XR M W Plrnxr Enc• R�fcre�ces Fi�ur� 1� S1t� and Fxplprat�on P1�n 21-1-212S4-pA2-f.t dasxhv�tikn 4 w ,�,� �� `� M�rtin W. P��e, P.� , L.E G S�ntc�r Ass��at� Geatechnical Cn�ine�r, �.E�l� �A,P. L?�3IA z i-�-� ��so�aa� � ��"�d � � a� ��..�;;�� " .�. _; a : �FEI�NC�S American Association of State Highway and Transportation Officials (AASHTO), 1993, AASHTO guide for design of pavement structures, 1993 Washington, D C AASHTO, 2v ASTM International (ASTM), 2007, Annual book of standards, construction, v 4 08, soil and rock (I) D 420 — D 5611 West Conshohocken, Pa Tensar International Corporation, 2013 Available http //www tensarcorp com/ Waslungton State Department of Transportation and American Public Works Association (WSDOT/APWA), 2010, Standard specifications for road, bridge, and mumcipal construction (M41-10) Olympia, Wash , Washington State Department of Transportation and Amencan Public Works Association Washington State Deparlment of Transportation (WSDOT), 2012, Pavement guide interactive Avatlable http //training ce washington edu/WSDOT/ 21-1-21280-002-Ll-Ref docx/wp/Ikn 21-1-21280-002 ' � � � �■ � � � � � � � � ■� �■ � � � � � �■