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Home My WebLink About5320 Contract Number: 5320 Vendor: LAKESIDE INDUSTRIES, INC Subject: Belfair Valley Road and Lake Flora Road Preservation Proj Department: Engineering File Class: LEG 12 -1 Begin Date: 10/28/2013 End Date: Review Date: 6/1/2014 Vault Date: Comments: CO #1 5/23/14 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 1 PROJECT NAME: Belfair Valley and Lake Flora Roads Preservation Project PROJECT NO: 4283 CONTRACTOR: Lakeside Industries, Inc. ORIGINAL CONTRACT AMOUNT: $382,918.00 DAYS: 30 PREVIOUSLY APPROVED CHANGES: $0.00 DAYS: THIS CHANGE: $18,923.81 DAYS: REVISED CONTRACT AMOUNT: $401,841.81 DAYS: 30 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT O — CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION W ($) ($) (DAYS) X 1. Schedule A 1.1. Furnish and place commercial HMA asphalt for pre - leveling on Belfair Valley Road. The work includes compaction of HMA, and traffic control. This will be under Pay Item 12, "Preleveling ". 150 tons x $84 $12,600.00 1.2. Dig out an area of 10' x 26' plus approximately 5' of shoulder on both sides. Digging to a depth of 20" to 24" on the uphill side to 30" to 36" on the downhill side. Place geofabric on top of the subgrade that will wrap the 8" permeable ballast that will be placed between the subgrade and the 8" CSTC. Place permeable ballast on uphill side and downhill side. The work includes traffic control. This is a lump sum work. This will be under Pay Item 13, "Pavement Dig Out - Belfair Valley ". $7,000.00 1.3. Dig out 3 inches thick of the existing subgrade over an area of 15' x 24', then replace with HMA at the east end limit of the project on Lake Flora Road. The work includes compaction of subgrade and HMA, and traffic control. This is a lump sum work. This will be under Pay Item 14, "Pavement Dig Out — Lake Flora ". $5,000.00 1.4. Quantity Variation — The balance between quantities overrun and quantities underrun ($5,676.19) NET CHANGE IN CONTRACT AMOUNT $24,600.00 ($5,676.19) INCREASE OR (DECREASE) CONTRACT CHANGE ORDER NO: 'I PROJECT NAME: Belfair Valley and Lake Flora Roads Preservation Project 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. 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. RECOMMENDED: PROJECT ENGINEER Date RECOMMENDED: / IT& NGINEE I CTOR OF PU IC WORKS Date ACCEPTED: C TRACTOR Date APPROVED: 5 ,2 31 1 MAYOR Date APPROVED AS TO FORM: ATTEST: (22z2z I "q Bremerton y torney / 577 City Clerk Page 2 of 2 Contract Number Vendor Sub�ect Department File Class Begin Date End Date Review Date Vault Date 5320 LAKESIDE INDUSTRIES, INC Belfair Valley Road and Lake Flora Road Preservation Pro� Engineering LEG 12-1 10/28/2013 6/1/2014 Comments Local Agency Contract THIS AGREEMENT, made d entered into th�s Z� day of �'T�� ,�13 between the , and the �� jl`C�C� `t (�.�x�+� �'��5tn'��S � SN�-- under and by vutue of Title 47 RCW, as amended and hereinafter called the Contractor WITNESSETH That in consideration of the tenns and cond�t►ons contained herein and attached and made a part of tivs agreement, the parties hereto covenant and agree as follows The Contractor shall do a11 worl. and furmsh all tools, matenals, and equipment for �l�72. y�l'+-� /4rih �K.L' �i.�M RoAps �l 1�2.oT[. ui accordance wrth and as descnbed ui the attached plans and spec�fications, and the sta.ndard specificataons of the which aze by this reference ir►corporated hereu► and made part hereof and, shall perform any changes ui the work in accord wtth the Contract Documents �, The Contractor shall provide and bear the expense of a11 equipment, work and labor, of any sort whatsoever that may be required for the transfer of matenals and for constructmg and completing the worl. provided for ui these Contract Documents except those rtems mentioned therem to be furtushed by , II hereby promises and agrees with t�ia Contractor to employ, and does einploy the Contractor to provide the matenals and to do and cause to be done the above descnbed work and to complete and fmish the same m accord wrth the attached plans and spec�fications and the terms and condit�ons herein contained and hereby contracts to pay for the same accordmg to the attached specifications and the schedule of umt or item�zed pnces at the t�me and ui the manner and upon the condihons prov�ded for m tlus contract SR City of Bremerfon BVR and LFR Preservat�on Pro�ect Contract Documents DOT Form 272 OO6A EF 072071 Bremerton Pro�ect No 6187 l-p2 September 2013 Loca/ Agency Contract — H�ghway Construct�on III The Contractor for lumself/herself, and for h�s/her heus, executors admm�strators, successors and assigns does hereby agree to full performance of all convenants required of the Contractor m the contract IV It is further provided that no l�abi(ity shall attach to the State by reason of entenng uito this contract, except as provided hereui IN WITNESS WHEREOF, the Contractor has executed this uistrumerrt, on the day and year first below wntten and has caused this ulstrument to be executed by and m the name of the day and year first above wntten Executed by the Contractor O�'��" � � ,��3 ��s►vE i,�wsr2�ES, ��.. r '�� sro�l CW �Ta.6q�5vrt['�. (Contraaor) Local Agency lii �i� �Z�''2�� • : �� / �"f �. - � � SR C�ty of Bremerton BVR and LFR Preservat�on Pro�ect Contract Documents DOT Form 272 OOBA EF Wl2011 Bremerton Pro�ect No 6187 I-23 September 2013 Loca/ Agency Contract — H�ghway Construction Contract Documents For Belfair Va91ey Road and Lake Flora Road Preservation Project City of Bremerton Pro�ect No 6187 Federal Aid No STPUS-9918(013) Bid Oaen�na. 10 00 a m, October 7, 2013 City Clerk's Office, City HaH 345 Sixth St�eet, Suite 600 Bremerton, WA 98337-1873 Contact Person Gunnar Fridriksson, PE Public Works � Utd�ties Engineenng Division 3027 Olympus Drwe Bremerton, WA 98310 Tel (36Q) 473-2354 FAX (360} 473-5398 Addendum No 1 � � � � � PART I � BIDDING REQUIREMENTS AND CONTRACT FORMS �� ; �� ll � � � � � � � 1 � � � i � � NOTICE INVITING BIDS FOR BELFAIR VALLEY ROAD AND LAKE FLORA ROAD PRESERVATION PROJECT RECEIPT OF BIDS Sealed Bids wdl be received at the office of the City Clerk of the C�ty of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 10 00 A M PST as shown on the wall clock mside the City Clerk's office on October 7, 2013, for the pro�ect Belfair Valley and Lake Flora Roads Preservation Pro�ect Bids received after the specified time and date will not be considered OPENING OF BIDS The bids will be pubiicly opened and read after 10 00 AM on � October 7, 2013, in the office of the City Clerk at 345 6�' Street, Bremerton, Washmgton 98337 � � � � COMPLETION OF WORK The WORK must be completed within thirty (30) working days after the commencement date stated m the Notice to Proceed DESCRIPTION OF WORK The WORK to be completed under this Contract generally consists of asphalt repairs, overlay with reinforced hot m�x asphait, and traff�c control for approximately thirteen thousand (13,000) feet of roadway PREVIEWING CONTRACT DOCUMENTS Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www e-arc com) Go to http //www e-arc com/locations/219, click on the `Public Planroom' tab and scroll down to find the pro�ect �` PURCHASING CONTRACT DOCUMENTS The Contract Documents may be ordered � from ARC Payment is typically cost of reproduction (non-refundable) Contact Bid Services at ARC in Tacoma, WA 1(800) 337-8103, FAX (253) 272-4064, E-mail � tacoma bidserncesCa�e-arc com PROPOSALS All b�d proposals must be made on the blank forms furnished in the � Contract Documents Sealed envelopes containing bids shali be entitled Belfair Valley and Lake Flora Roads Preservat�on Pro�ect � �� B1D SECURITY Each bid proposal shall be accompanied by a bid proposal depos�t m cash, certified check, cashier's check, or surety bond m an amount equal to five percent (5%) of the amount of such bid proposai The failure 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 Contractmg 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 fail to enter into such contract and furnish satisfactory performance bond within the time � stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton City of Bnsmerton / Bremerton Pro�ect IVo 6187 � BVR and LFR Preservat►on Pro�ect I-1 September 2093 Contract Documents Not�ce Inwting B►ds , PROJECT COMMUNICATION All communications related to the pro�ect shall be directed to the City prior to opening of Bids Communication bv phone/fax Gunnar Fridriksson Telephone (360) 473-2354 Facsimile (360) 473-5398 Communication by mad Department of Public Works and Ut�lities Engmeering Division 3027 Olympus Drive Bremerton, WA 98310 ATTN Gunnar Fridriksson CITY'S RIGHTS RESERVED The City of Bremerton reserves the right to re�ect any and all bids on any or ali schedules or alternates or to waive any informalities in the bidding and shall determine 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 available 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 in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat 252, 42 U S C 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively msure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated agamst on the grounds of race, color, sex, sexual or�entation or national origin in consideration for an award END OF NOTICE INVITING BIDS C�ry of Bremerton BVR and LFR Preservation Pro/ect Contract Documents I-2 Bremerton Pro�ect No 6187 September 2013 Nohce Inv�t�ng Brds � � l � � � � � � � � � � � � r � � � � � � � � � � � � BIDDER'S CHECKLIST This section I�sts the contract forms required for this pro�ect The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid These are indicated as follows in the section titled "Bid Documents " BID DOCUMENTS These documents must be executed and submitted to the City with your bid, no later than the designated bid ciosmg date and time Bids that do not include all of the requ�red forms, properly completed, may be declared unresponsive 2 3 4 5 Proposal Bond This fo�m to be executed by the bidder and the surety company uniess bid is accompanied by a certified check The amount of this bond shall be not less than five percent (5%) of the total amount bid and may be shown in dollars or on a percentage basis Non-Collusion Declaration B�dder's Subcontractor Contact Report Local Agency Subcontractor List Certification of Non-Segregated Facilities � 6 Contractor's Registrat�on The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified Business and occupancy (B&O) taxes � shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent � 7 8 9 10 Bid Proposal Proposal Form Local Agency Disadvantaged Busmess Enterprise Utilizat�on Certificat�on Form 272-056A EF Locai Agency Disadvantaged Busmess Enterprese (DBE) Written Confirmation Document Form 422-031A EF � � � � 11 B�d Certeficate Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer Such Bid shali be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed The corpo�ate address and state of mcorporation must appear below the signature Bids by partnerships must be executed m the partnership name and be signed by a � managmg partner, accomparned by the enclosed Certif�cate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature � C�ty of Bnemerton Bremerton Pro�ect Ido 6187 BVR and LFR Preservatron Pro�ect I-3 September 2013 Contracf Documents Bidders Checkl�st �� Bids by �oint ventures must be executed in the �oint venture name and be signed by a �omt venture managmg partner, accomparned 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 Bids by limited liabdity comparnes must be executed in the limited liability company name and be signed by a member, accomparned 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 12 Information Requ�red of B�dder In selecting the lowest responsive, responsible Bidder, consideration will be given to the general competency of the Bidder for the performance of the WORK covered by the Bid To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" bound herein Documents to be Executed bv the Successful Bidder The followmg forms are to be executed after the contract is awarded These forms must be submitted within five (5) calendar days after the date of Notice of Award of Contract 1 Contract 2 Contract Certificate 3 4 Local Agency Pertormance Bond and Payment Bond To be executed by the successfui bidder and its surety company Insurance Certificates Documents to be Executed Prior to First Pavment The followmg form is to be executed pnor to first payment Statement of Intent to Pay Prevail�ng Wages, Department of Labor and Industries � � � � � � � � � � � � �J � � i C�ty of Bremerton BVR and LFR Prese►vatron Pro�ect Contract Documents I-4 Bremerton Profecf No 6187 � September 2013 B�dder's Checkl�st � �� r � Fa�lure to return this �eclaration as par# of the bid proposal package w�ll make the b�d nonrespons�ve and �nel�g�bte for award N4N-COLLUSION DEGLARATIOIV i, by s�gmng the proposal, hereby declare, under penalty of peryury under the laws of the Umted States that the followmg statements are true and correct 2 That the undersigned person(s), flrm, associat�on or corporation has (have} not, either directly or indi�ectly, entered mto any agreement, partiapated m any coilusion, or otherwise taken any action in restraint of free compet�tive bidding m connection w�th the project for which this proposal is submitted ?hat by signmg the signature page af th�s proposal, I am deemed to have sEgned and to have agreed to the provisions of this declaration .. _ � • _ • - ._ --- _- _. _._ ..._ . _ To report ngg�ng activit�es cali 1-800-424-9071 � � The U S Department of Transportation (USDOI� operates the above to11-free "hoti�ne" Monday through Fnday, 8 Od a m to 5 QO p m, eastern time Anyone w�th knowledge of passibie bid rigging, bidder collus�on or other fraudulent activities should use the "hotline" to report such activit�es The "hotline" is part of USDQTs continumg effort to identify and investigate � highway construction contract fraud and abuse and �s operated under the direction of the USD�T Inspector General Ali mfarrnation wdl be treated confidentialiy and caller anonym�ty w�ll be respected � ' � � � 5R Ciry of Bremerton BVR and LFR Preservat�on Pro�ect Contract Documents /-7 DOT 0��2 0961 EF Briemerton Pro�ecf No 6187 September 2013 Nan-Collus►on A�dawt � BIDDER'S SUBCONTRACTOR CONTACT REPORT Please list below all mmority and other subcontractors contacted to bid on subcontract work on this pro�ect Indicate with an asterisk (*) those firms that are at least 51 percent or more mmority owned (This listmg does not m any way ob(igate you to contract w�th any firm on this listmg) Name '�J i � e � � T�� Address /$/3 /3`7'�A-rJ_G C City/State surrinJ �iP LrJAS s1. Telephone Number ZS3- �i63 -296`7 Type of Work Bid In �TR/ �i�J('� Results f,(S/� Name St.cRFA-GE T�C� U� Address /// S�J �it>� �9� Su�� /7�� City/State To�e7'�� ?>�EGQrt Telephone Number.�p3 -.S(o8' 2377 Type of Work Bid In Fif3RE �Ei�fa��t�� Results�5✓a1.�'� Name�i��L `� i4 U�J� Address / 7S �Oy �oR•L� 5� City/State �i4Ci <iG uJ�}S,�/ Telephone Number2S3-299 - /ZOt> Type of Work Bid In �7'�� ,nJ� Results Name�RQ �t,l ST�S Address �f�3S/ 3 ° �'i4tJ� N E City/State �R� � ( Telephone Number 3(oD — t��— /d /,j Type of Work Bid In �3��N � i,,�J(' Results G{ 5 iNG Name �LG /�Qit,JC� � � Address f�0 �Q1C. �� City/State 7�iPA�N t.b�EGA�f Telephone Number $� /- / - �BdS� Type of Wark Bid f n �B� �E�rn Results Name Address City/State Telephone Number Type of Work Bid In Results Name of Bidder /�I�CE /v�j � Na e o Principle Res nsible for Making Contact A V � I-8 � � � � City of Breme►ton BVR and LFR Preservat�on Pro/ect Contract Documents /0-�-/3 Date Bremerion Pra�ect No 6187 September 2013 B�dder's Subcontractor Contact Report �� , � � � � � ' l._1 � ►�J � - - J� v• Subcontractor(s) with whom the bidder will directly subcoritract that are proposed to pertorm the work of heating ventilation and air conditioning plumbing as descnbed in Chapter 18 106 RCW, and electncai as descnbed in Chapter 19 28 RCW must be listed below The work to be performed is to be listed below the subcordractor(s) name To the exbent the ProJect includes one or more cateaorfes of work referenced in RCW 39.30.060. and no subcontractor Is listed below to nwiorm such arork. the bidder certffies that the arork will either (jj be r�erformed by the bidder itselP. or (i� be oerformed bv a lower tier subcontractor who will not corrtract d�rectiv with the btdder. Subcorttractor Name �IT.. S ys�P � Work to be Pertormed Subcorrtractor Name ,, f ,f�� —�O � Work to be Performed � Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Pertormed " Bidder's are notified thffi is the opmion of the enforcement agency that PVC or metal condwt �unction boxes, etc are considered electrical eqwpment and therefore considered part of eleotncal work, even if the installation is for future use and no winng or electrical currerrt is connected dunng the pro�ect SR Cdy of Bremerton BVR and LFR Preservabon Pro�ect Contract Documents I-9 DOT Fartn 271 016A EF ReNSad OB12012 Bremerton Pro�ect No 6187 September 2013 Local Agency Subcontractor L�st � I performance of the work ot heating, ventilatlon and air conditioning, plumbing, as described in Chapter 18 106 RCW, and electrical, as descr(bed in Chapter 18 28 RCW or naming more than one subcontractor to pertorm the same work will result ln your bid being non-responsive and therefore vofd � CERTIFICATION OF NON-SEGREGATED FACILITIES The bidder certifies that he does not mamtain 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 maintamed The bidder certifies further that he wdl not maintain or provide for his employees any segregated facdities at any of his estabiishments, and that he wdl not permit his employees to perform their services at any location under his controi where segregated facdities are maintained -The bidder agrees that a breach of this certification wdl be a violation of the equal opportun�ty ciause m any contract resulting from acceptance of this bid As used in this certification, the term "segregated facilities" means any waitmg rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parkmg lots, dnnking fountams, recreation or entertainment areas, transportation, and housing facdities provided for employees which are segregated by expl�cit directive or are in fact segregated on the basis of race, color, religion, or national ongm, because of habit, local custom, or otherwise The bidder agrees that (except where he has obtained identical certification from proposed subcontractors for specific time periods) he wdl obtain 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 in his files Note The penalty for making false statements in offers is prescribed �n 18 U S C S1001 Date By Title Official Address v ,� ' .�� a,�c 7Z� (Street or P O Box) �R7' ,¢il�'c'C�S �.QS� `j'S 36Z (City, State, Zip) � � � � � � � � � �� "Must be included without alteration C J � 1 Ciry of Bremerton BVR and LFR Presenrabon Pro�ect Contract Documents 1-10 Bremerton Pro/ect No 6187 �, September 2013 Cert�cat�on of Non-Segregated Fac�l�bes � �G�To,�� , Zo /3 � G � � � � � � � � � � � � � , � � � CONTRACTOR'S REGISTRATION Name L.��s�p� �,N`�v s� Sr�e Address `� O �('�O� — i a � �o �A-�C�,�.,�.s=. s � r� �� .�,'� Employer's Identification Number (Employer social security number, not your personal social security number) Employment Security Department Number Washington Industriai Insurance Number Washington State Excise Tax Registration Number q 1- O`151 l0 5`�1 ��` S�'aa-- �p 3 — 1`� � �a- 1001 1C;�o $ �1`t Washmgton State Contractor's Registration Number/Expiration Date City of Bremerton Business License Number L. �.s`� �- � �-1 �� ,o�t� , C�ty of Bremerton BVR and LFR PrBSenrahon Pro/ect Contract Documents I-11 Bremerton P%/ect No 6187 September 2013 Contractors Registrahon � BID PROPOSAL Belfair Valley Road and Lake Flora Road Preservation Pro�ect Pro�ect No 6187 BID TO City of Bremerton (Washington) Department of Public Works and Utilities 1 The undersigned Bidder proposes and agrees, if this Bid �s accepted, to enter into an Agreement with the CITY m the form inciuded in the Contract Documents to pertorm the WORK as specified or mdicated m said Contract Documents entitled Belfa�r Valley Road and Lake Flora Road Preservation Pro�ect 2 Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security 3 This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and will furnish the msurance certificates, Payment Bond, and Performance Bond required by the Contract Documents 4 Bidder has examined copies of all the Contract Documents mcludmg the following addenda (receipt of all of which is hereby acknowledged) Number � Date 10 — I—(� a �v-3- Fadure to acknowledge all addenda shall render the bid non-responsive and shall be cause for its re�ection 5 Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be perFormed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or pe►formance of the WORK and has made such independent investigations as Bidder deems necessary To all the foregoing, and mcluding ali Proposal Forms conta�ned in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract T�me stipulated in sa�d Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms NOTE Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms Show prices m figures Dated �/O�� PD/��_ Bidder By Title City of Bremerton BVR and LFR Preservat�on Pro�ect I-12 Contract Documents �lEsiac N i (Si atur �a�� 8►�emerton P /ect No 6187 September 2013 B�d Proposal PROPOSAL FORM BELFAIR VALLEY ROAD AND LAKE FLORA ROAD PRESERVATION PROJECT Sales Tax - The Bidder shail mclude sales tax in the Bid Item pnce per Section 1-07 2(1} for ail items Date � /oaf� 7 , 2013 Item Ref to Estimated Unit No S ec Descn t�on of Item Quanti Urnt Price Amount 1 1-04 MINOR CHANGE 1 EST $15,000 $15,000 2 1-07 SPCC PLAN 1 LS ,�s0 `� �o °1 3 1-09 MOBILIZATION 1 LS /� qqp �6 oap PROJECT TEMPORARY TRAFFIC 4 1-10 CONTROI 1 LS /�q� �/�AC� 5 2-01 ROADSIDE CLEANUP 1 FA $1 00 $1 00 6 2-11 TRIMMING AND CLEANUP 1 LS (e,9ST � qS7 7 4-04 CRUSHED SURFACING TOP COURSE 470 TON 39 � /a' 3� FIBER REINFORCED NMA C� 1!2 !N 8 SP 5-04 PG 64-22 3,300 TON g� '� Z�7ZG 9 SP 5-04 PAVEMENT REPAtR 100 SY /�{2� /� � 10 5-04 PLANING BITUMINOUS PAVEMENT 5fi0 SY /,Z °-° �p�72D 11 8-22 PAINT LINE 78,0�0 LF , j 7 l j 2(pp TOTAL BtD ITEMS 1-11 $,3gZ Q/$ � END OF PROPOSAL FORM C�ry of Bremerton Bremertan Pro�ect No 6187 BVR and LFR Preservation Pro�ect 1-13 October 1 2013 Contract Documents — Addendum No 2 Proposal Form Local Agency Certificat�on for Federal-Aid Contracts The prospect�ve partic�pant certifies by signing and submitting thls bid or proposal, to the best of his or her knowledge and belief, that (1) No Federal appropriated funds have been paid or wdl be paid, by or on behalf of the undersigned, to any person for influencmg or attempting to influence an officer or employee of any Federal agency, a Member of Congress an officer or employee of Congress, or an employee of a Member of Congress in connection with the awardmg of any Federal corrtract, the rnakmg of any Federal grant, the mawng of any Federal loan, the entenng into of any cooperative agreement, and the extension continuation, renewal amendment or modification of any Federai contract grant, loan or cooperative agreement (2) If any funds other than Federal appropnated funds have been paid or wdl be pa�d to any person for influencing or attempting to mfluence an officer or employee of any Federal agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract, grant loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbymg," in accordance with its mstructions This certfication is material representation of the fact upon which reliance was placed when this transaction was made or entered mto Submission of this certification is a Qrerequisite for makmgor entenng mto this transaction imposed by Section 1352, Title 31, U S Code Any person who fads to file the required cert�icaUon shall be sub�ect to a Gvd penalty of not less than $10,000 and not mo�e than $100 000 for each fadure The pros ctrve rhaQant also agrees by submitting h�s or her bid or �r000sal that he or she shall reqwre that the languaqe of this cert�fication be included in all lower tier subcontracts. which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly SR DOT �� Z-o40A EF City of Bremerton Bremerton Project No 6t87 BVR and LFR PreservaGon Project I-14 September 2013 Contrad Documents Local Agency Cert�fication for Federa/ Aid Contracts BID CERTIFICATE STATE QF �/ � � . } ss COUNTY OF �� / � (�f Corporation) ! HEREBY CERTIFY that a meeting of the Board of Oirectors of the Lr �_ jp��+ 'l7 v'�yy"� � ,,.,� �J� _ a corporat�on ex�stmg under the laws of the State of _�z�_216� �D' held on ��.1!-..�, C1_G=� , 20,L� the followmg resolution was duly passed and adopted "RESOLVED that author�aed to execute C�� .Y/t/or' �d'!Jl��'�'' f'nss+�er�t- of this Corporation, be 8�d dated Q�- �7 , 20�, and is he�eby to the City of Bn�merton by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation and with the Corporate Seal a�xed, shall be the offrc�al act and deed of this Corporation " I further certdy that said resolution is now m full force and effect IN WITNESS WHEREqF, I have hereunto set my hand and affixed the offic�al seai of the carporatwn this �r `° ,�day of _�G�i��oa— 20/� � �� `� ��% /�Y �� 5�, , as �ty�� 6,87 BVR end GFR Pr�servatron Profecf I 15 September ZO f 3 Conlracct Documanls Brd Ceihl'°cate t � � � � � � � � ,� ,� �� , l 4 � f� � � 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 , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as General Partner of the Partnership, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Partnership and that his/her execution thereof attested by the General Partner shall be the o�cial act and deed of th�s Partnership ° 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 , 20 General Partner (SEAL) C►ty of Bremerton BVR and LFR Preservat�on Pro�ect Contract Documents I-17 Bremerton Pro�ect No 6187 September 2013 B�d Cert�cate BID CERTIFICATE (if Joint Venture) STATE (3F COUNTY OF ) ) ss ) I HEREBY CERTIFY that a meeting of the Principals of the a �oint venture existing under the laws of the State of , held on , 20 , the following resolut�on was duly passed and adopted "RESOLVED, that , as of the Jomt Venture, be and is hereby authorized to execute the Bid dated , 20 , to the City of Bremerton by this Jomt Venture 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 , 20_ Managing Partner (SEAL) Gty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservation Pro�ect l-18 September 2013 Contract Documents B�d Cert�cate , � � � ,� L INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information Additional sheets shall be attached as required Failure to complete these items will cause the Bid to be non-responsive and may cause its re�ection In any event, no award will be made until all of the Bidder's General Information is delivered to the CITY (1) CONTRACTOR's Name and Address L��'t 1�v��V�S�1 �V�S C � o �o� 1.�-$ � (2) CONTRACTOR's Telephone No CONTRACTOR's Fax No � (3) CONTRACTOR's License Primary Classification � � , � � � � � � � � �� I State License No and Expiration Date Specialty Classifications Held (�f any) Name of Licensee, if different from (1) above (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 work site (if any) City of Bremerton 8VR and LFR Preservatron Pro�ect Contract Documents �i O �C��V..� S v� �� 31Q, ra 3��- � S'a - � 3�� - � SZ - �`t 3 a �► �'��- �0�,� � fl..� L�c�si � a1y�� ,-3i-��{ �,�/� �C�_rn� �0.s�z� Sm�� -ee� a'a- 33 �\a � V�v z 1�1C ^ �e.\\.e.�t� � � � q �oc�-1 gv�.��-, l.S�,�'s or, `��.s -1CFi - 31o.a5 �M..�,�2 1��.1 S � S�. rvZG..-4c�r' 1-19 Breme►ton Pro�ect No 6187 September 2013 Informat�on Requ�red of B�dder (6) ATTACH TO THIS BID a list of three (3) pro�ects completed by the Contractor, that are similar to "Belfair Valley Road and Lake Flora Road Preservation Pro�ect" pro�ect in nature, value and complexity of work The three (3) pro�ects must have been completed under the bidder's name as the prime (general) contractor withm the last 5 years The list shall include the following information as a minimum • Names, address, and telephone number of owner • Name of pro�ect • Location of pro�ect • Brief description of the work mvolved • 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 in business under current name • Contracts now m hand, gross amount City of Bremerton Sreme►ton Pro�ect No 6187 BVR and LFR Preservat�on Pro/ect I-20 September 2013 Contract Documenfs Information Requ�red of B►dder 6) Pro�ect completed by contractor Crty of Bambridge Island, 280 Madison Avenue North, Bambridge Island, WA 98110 206-780-3720 Madison Avenue Safety Improvement Pro�ect Madison Avenue, Bambridge Island, WA Roadway widening, curb and gutter, sidewalk, asphalt overlay and mmor traffic revisions Contract Amount $244,024 50 Completion November 2012 Engmeer Chris Munter, 280 Madison Avenue North, Bambridge Island, WA 98110 206-842-2016 Washmgton State Department of Transportation, 6610 16th Street East, Suite B, Fifie, WA 98424-1568 253-365-6752 Gorst to Sherman Hill and Jackson Ave to Jct SR3—Paving SR3 MP 34 31 to MP 50 00 and SR16 MP 4 98 to MP 29 19 Roadway improvements by pavement repa�r, plamm�g, overlay and pavmg Roadway delmeation, ad�ustmg catch basms and monuments Guardrail and permanent sigmng Contract Amount $2,655,867 98 Completion December 2012 Engmeer Kevm Dayton, PO Box 47360, Olympia, WA 98504-7360 253-365-6752 Washington State Department of transportation 1707 South C Street, Port Angeles, WA 98362 360-565-0620 SR19, S of West Valley Rd to S of Theater Rd—Pavmg SR19, MP 9 50 to MP 13 99 HMA Overlay, asphalt plannmg wrth HMA mlay, pavement reap�r, centerline rumble stnps, recessed pavement markuig, permanent sigmng, temporary and permanent markmgs and traffic control Contract Amount $1,199,343 15 Completion Date March 2013 Engineer Jerry Moore, 1707 South C Street, Port Angeles, WA 98363 360-565-0620 Equipment List next page Years m Busmess 43 (Incorporated m 2008) Gross Amount of Contracts on Hand $6,000,000 00 Equip Descnption # VIN Lic # Tare Gross Tonnage Permit Lic Exp Expnation Expiration Thursday October 03 2013 11054 11056 11073 11367 11368 11422 11428 11982 12025 12026 12179 12185 12201 12422 12450 12505 12506 12507 12512 12526 12527 13016 13027 13170 14007 14101 14280 14285 14290 14291 16001 16005 16163 16170 16171 16182 17012 17013 17314 17323 17343 17345 17346 18006 18010 18013 '20006 20014 20024 20037 20039 20040 "20041 20043 20044 '20045 2002 F 150 P/U 2005 F150 P/U-Mike Thomas 2012 Ford F150 Pickup- JR 1994 F250 P/U-Arrow Truck 1994 Ford F250 P/U 1999 F250 P/U- Hurd 2001 F250 P/U - 040 Plant 1990 Chev C1 Pickup (green) 1999 F450 Svc Tk- Woody 1999 F450 Svc Tk- Munch 1994 F450-Ravagrn 1996 F450 Shop Truck - Rose 2002 Ford F450 Tool Truck-Scott 2004 F450 Flatbed Truck-Mark 1995 F450 Sign Truck 2004 F450-Shaun Dawes 2004 F450-Bret McGuire 2004 F450 Shop Truck-Johannes 2005 F450- Cousm 2008 F450-Bouse 2008 F450-LaBeile 1998 Peterblt Distnbutor - Blue 2004 Peterbdt Distnbutor 1999 Water Truck - Wh�te- Bemis Arrow Trader 1991 HM Water Trader 1997 Amer Sgnl PCMS 2004 Addco Solar PCMS 2008 WANCO PCMS 2008 WANCO PCMS 1988 TRLMSTR Roller Trir 1988 HM Utddy Trlr- 1992 Tradking Roller Trlr- LaBelle 1996 Trailking Roller Trir 1996 Tradking Roller Trir- 1999 Tradking Tdt Trlr- 2AX 1994 Tack Trlr - AR4000 1994 Tack Trlr - CSS 1 2007 Olympic Tdt Trader-lAX-Rav 2007 Waterboy Water Trader 2011 Olympic Trader- 2AX- Davies 2012 OM1 Olympic Trader-2AX- LaBelle 2012 Olympic OM6-1E Trlr-1AX- at Shine 1999 F450 Diesel Dump 1-Ton- Kitsap 2001 F450 Dump 1-Ton 2004 F450 Dump 1-Ton 1988 Peterbilt - Ormiston 1989 Peterbtlt - Cnsafi 1990 Peterbdt - Lockhart 1991 Peterbdt - 1991 Peterbdt - Burkhardt 1991 Peterbilt - 1991 Peterbdt" - Gnbbm 1991 PeterbiR Water Trk- Dutrow 1991 Peterbdt - Ulnch 1991 Peterbdt* - Chnstensen 2FTRX17W62CA40615 644717N 1FTRX12W85KC83771 B22265X 1FTFX1CF4CFC60270 2FTHF25H9RCA39509 2FTHF25H7RCA39511 1FTNX20F5XEC89245 1FTNX20F31EC09190 1 GCDC 14Z3LE 180539 1 FDXF46F8XEA10476 1FDXF46FOXEA10469 1FDLF47GXREA09709 1FDLF47F7TEA74368 1FDXF46F72EB62810 1FDXF46P24EB73080 1FDLF47G6SEA24925 1FDXF46P64E673079 1FDXF46P64E673082 1FDXF46P44EB73078 1FDXF46P25EC20707 1 FDXW46R78EA55775 1FDXW46R98EA55776 3BPNHD7X6WF472562 2NPNHD7X04M815096 2FZHRJAA2XAB16813 8509B03 WA92163578 1A9MS1511TA378060 1A9H121002M157666 5F12S161181000604 5F12S161381000605 1G9KS1725JA065539 WA86125959 1TKU01224NM061589 1TKU01624TM014599 1TKU01627TM014600 1TKCO2427XM017166 1291357 10172A 1C9TF12117T997102 1 N9BW 14227P228155 1C9TF2027BT997342 1C9TF2026CT997284 1C9TF1216CT997283 1FDXF46F4XEA10474 1FDXF46F51EC10738 1FDXF46P24E673077 1XPFLR9X2JD259636 1XPFLR9X9KD277181 1XPFLR9X1LD291058 1XPFLR9X9MD308982 1XPFLR9X2MD308984 1XPFLR9X4MD308985 1XPFLR9X6MD308986 1XPFLR9XXMD308988 1XPFLR9X1MD308989 1XPFLR9X8MD308990 B42924V B52559U B52560U 680050B B08807H B25739F B800526 680053B 647185G 622275X B44722N B52570U B52571U B52572U B52573U B52574U B22283X B13120D B 13122D A96397C 625211 W A90418E 5907XL 0734UV 4710XZ 0172UK 0171 U K 4713XZ 5600UT 4472TU 4714XZ 4715XZ 6772NZ 5909XL 5910XL 0043TK 4405U6 6789XD 3811XL 3812XL 880071B B88520H B52577U B78128V 678129V B26346F 35741T B31604Z 626345F B78130V B75158T 830086V B78131V 4189 4904 5009 4444 4444 5668 5646 4180 8010 8700 7800 7760 8820 8060 7380 8620 8780 9220 9600 10420 10840 15480 6160� 10700 2560 1870 980 2200 2280 2280 7300 880 1500 960 1350 3100 3100 960 10180 9640 9960 22100 23440 21780 22600 22 140 22140 22800 22320 22140 22140 6000 6000 8000 8000 8000 8000 8000 6000 24000 26000 24000 18000 20000 24000 14000 24000 24000 24000 26000 24000 24000 34000 32000 30000 2950 3500 2640 2640 26000 26000 26000 98000 98000 102000 102000 98000 102000 98000 50000 102000 98000 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 72/31/13 12/31/13 12/31/13 12l31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12J31/13 PERM 12/31/13 12/31/13 12/31/13 12/31/13 11/07/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/73 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/73 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 PERM 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 11/04/13 99f28F43 �8/A3E�� nni ��o 4 4F94la-2� 11/04/13 11/25/13 11/04/13 Equip # `20046 '20053 20054 20064 20078 20211 20216 20217 20384 "20387 20391 20414 21000 21105 22010 23009 23013 23016 23037 23044 23048 24002 25006 26408 `26411 26415 26438 26850 "26851 26855 26856 `26861 `26863 26866 26953 26960 26977 26978 26979 26982 26989 27000 27105 27203 31124 31202 31956 31962 32007 32026 34128 34209 35158 *35162 35164 36010 40008 40203 Descnption VIN 1991 Petefbdt -SHINE PIT TRUCK 1XPFLR9XXMD308991 1992 Peterbdt* Mendez 1XPFLR9XXND319328 1992 Peterbdt - Johannes 1XPFLR9X1ND319329 1996 Peterbdt - Moe 1XPFLR9X9TD388878 2007 Peterbdt - Medley 1NPFLBOX07D662859 2009 Peterbdt DeBray 1NPTL4EX19D777013 2014 Peterbdt Super Solo- Hull 1 NPSLPEX8ED230828 2014 Peterbilt Super Solo- Deede 1NPSLPEXXED230829 1994 Peterbdt Trsfr-Johnstad 1XPFLR9X2RD355892 1996 Peterbdt Trsfr- Gingrey-not pup w�red 1 XPFLR9X3TD388889 1996 Peterbdt Trsfr- 26415 trlr-Broderson 1XPFLR9X1TD418617 2004 Peterbdt Trsfr - Granum 1NPFLBEX44D835609 1990 Peterbdt Tractor- Wdson 1XPFDR9X4LD294274 1970 CAT 966C Loader 76J2899 1997 Tradking Lowboy Trir- truck 21000 1TKJ0523XVM017891 1990 Trlkng Tdt Top Trlr-2AX 1TKCO2422LM035844 1991 Trlkng Tdt Top Trlr-3AX 1TKCO2830MMO28637 1992 Tradking Tdt Trlr - 3AX 1TKCO2838NM120077 2004 TKT50 Tradkng Tdt - 4AX 1 TKCO34454M016021 2008 TKT50 Trad King Tdt - 4AX 1TKCO34458MO25131 2013 TK50HT Dovetad Trlr - 4AX 1TKCO3443DM041533 1992 Rd Rvr Belly Dump Trir- trk 21000 1R9BD4236N1051043 2013 Live Bottom Dump Trader - tric 21000 1 TK04555EW061754 1994 Sturdyweld Tsfr Trlr- Johnstad 1S9CA4345PL189043 1995 Sturdyweld Tsfr Trlr- Gingrey 1S9CA4347SL189060 1996 Sturdyweld Tsfr Trlr- trk 20391 Broderson 1S9CA4348TL189066 2004 Reliance Trsfr Trlr- Granum 5REFA64854SO44361 1993 Sturdyweld 3AX Trlr- Johannes 1S9CA54310L189499 1993 Sturdyweld Pony Trlr-Christensen 1S9CA543401189500 1993 Sturdyweld 3AX Trlr- 1S9CA54310L189504 1993 Sturdyweld 3AX Trlr-spare Granum 1S9CA54330L189505 1993 Sturdyweld Pony Trlr- Gnbbm 1S9CA54320L189510 1994 Sturdyweld Pony Trlr- Mendez 1S9CA5434PL189612 1995 Sturdyweld 3AX Trlr- Moe 1S9CA5439SL189704 1988 Sturdyweld 3AX Trlr- Ulnch 1S9CA5533JL189034 1989 Sturdyweld Trlr- Ormiston 1S9CA533XKL189077 1991 Sturdyweld 3AX Trlr-spare Johnstad 1S9CA5435ML189300 1991 Sturdyweld 3AX Trlr- Lockhart 1S9CA5437ML189301 1991 Sturdyweld 3AX Trlr- Burkhardt 1S9CA5439ML189302 1991 Sturdyweld Pony Trlr- Crisafi 1S9CA5434ML189305 1991 Sturdyweld 3AX Trlr- 1S9CA5432ML189366 1965 Trlmble Tack Trir-Upper Pit 650277 2006 Sturdyweld 4AX Trlr- Medley 5RETE04867S076468 2008CBMPupTrader-DeBray 1B9AD16328C003970 2001 JD 410G Backhoe 763436 2007 Cat 420E 4ECN Backhoe OHLSO4704 2002 CAT 315L Excavator CJC00705 Cat 312C L Excavator CBA03072 1989 Rosco Hydraswp Broom 30997 2011 Broce KR 350 Broom 407224 1989 JD 5706 Grader DW570BX518618 2008 M413XT-1 Grader (Gator) 200-H�3MZP4Y4-02200 1990 CAT 980C Loader 63X08966 1994 Cat 980F Loader- SHINE 8CJ01536 1997 Cat 980G Loader- PA PLANT 2KR01158 2005 CAT 248 Skid Loader SCL00690 1999 Layton HSO0B Paver H10722B8 2003 Blaw Kx PF4410 Paver 3208 Lic # Tare Gross 86565T 678132V B75135T 624932U B77180B B52157G B86970Y 686968Y B31611Z B78106V B78105V A23875U 21869R 9981LK 1656JY 8172XU 8525LZ 5856VQ 8810UJ 6843YC 5305KM 1408YH 8379YL 8242XU 8243XU 1816R0 6459X6 8173XU 0593KQ 0594KQ 8174XU 8175XU 2194LE 6458X6 4562SC 8380YL 1284TI 8345YL 4191VX 0352LU TL79972 1293T1 6782UP B 10477S 22140 24480 33120 23480 24900 26000 29960 29960 22440 24000 24000 24880 17405 37400 23100 8980 11200 12120 17000 16780 12960 14900 19860 14700 14700 14700 15760 9700 11200 9700 9700 10720 9700 9700 9500 9780 9700 9700 9700 9700 9700 12900 13500 17000 98000 98000 98000 102000 105500 105500 82000 82000 105500 105500 105500 105500 105500 18000 Lic Exp 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM Tonnage Permit Expnation Expiration 12/37/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 12/31/13 „�,-..^�� 11/25/13 11/25/13 10/16/13 10/23/13 11/04/13 11/25/13 10/28/13 PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM PERM B44729N 6287 8000 12/31/13 12/31/13 675177T 7300 10000 12/31/13 12/31/13 B88526H 22000 24000 12/31/13 12/31/13 Equip Description VIN ,# 40221 2011 Cat AP555E Paver OA5D00228 41185 1998 CAT AP 1055B Paver SBM00256 42555 1997 IR DD22 Roller 149203 42600 1990 IR SD70DA Roller 5278 42754 1997 CAT CB534C Roller 5HN00306 42825 1999 CAT C6224C Roller 3AL01135 42972 1999 Sakai SW350 Roller 20666 43641 1996 CAT CD634C Roller 3BR00100 45057 1995 Beuthlmg 6100 Roller 11154 45058 1995 Beuthling B100 Roller 11155 45062 1997 Beuthing B60 Roller (5/15/13) 46074 45300 1997 Hypac C350D Roller D089C6431V 45316 2003 IR SD122DX Roller-Dirt 71402 45324 2005 CAT CB224E Roller 2240076 45338 2007 CAT C6564D Roller-Versa Vibe C6D00119 45339 2007 IR CR30 Roller 5726190499 45364 2007 Dynapac CC141 Roller 60213762 45365 2012 Beuthling B100 Roller 10011662 45366 2008 Sakai GW750-2 Roller GW2-20170 45367 2011 Hamm Asphalt Rolier H1850150 48108 1993 Sakai TS600 RT Roller 10148 48951 1993 IR CR80 Roller 1696536 49015 2008 Midland Road Widener 379 52018 1999 IR Air Compressor 301185UEJ221 52030 2006 Sullair Air Compressor PE4024T061826 '52032 1986 IR P160 W-JD Air Comp-SHINE 157235 56019 1989 Mdler Welder JK659292 56055 General Electnc Welder 1883703 56062 1994 Mtller Welder KA807883 56063 Hypertherm Plazma Cutter MX70000468 56087 1996 Mdler Bobcat Welder KG121459 56111 1998 Mdler Bobcat Welder KH459819 56150 2004 Bobcat 225 Welder-Truck #12507 LE101100 57013 Barge Gen-CAT 3406 250kw / 70719 is the trader # 57026 1993 Honda Generator- E63500 3103856 *57054 Cat 3412 Generator (big)- SHINE 7A-J01312 "57055 Olympian D50P1S Gen (little)-SHINE F1866G/001 59034 Target Concrete Saw 174720 59046 Light Tower 9815029 59047 Light Tower 9815031 59048 L�ght Tower 9713859 59049 2002 Alimand Light Twr NLPR03458� 2 0485PR002 59050 2000 Allmand Light Twr- NLPR04580 0003NLOP09 59516 Nissan Forklrft JP50LP PJ029H6657 70600 1974 Orcon Contrad Flboy -Truck 21000 23ASTOR177 70679 1978 Torkl Roiler Trir TL64 70688 1974 Roadrunner Tack Trlr FECO398 70719 1968 Reid Roller Trlr - Barge site 681571 71035 1982 CAT 12G Grader 61M9773 71123 1979 CAT 950 Loader 81 J 12625 71158 1984 CAT 966D Loader 99Y3262 71159 1984 CAT 966D Loader 99y3275 71828 1980 Hobart Welder 80WS12150 71879 1984 Lincoln Welder- Truck #12�73 A1071616 71971 Plate Compactors - ALL L�c # Tare Gross 7514TJ 2316 1336SL 1990 4310VJ 1600 5449TG 1600 4489JD 14200 7607TJ 850 4722XZ 800 4311VJ 2990 A81166F 33900 34000 30380 45136 Lic Exp 12/31/13 12/31l13 Tonnage Permit Expnation Expiration 12/31/13 12/31/13 PERM PERM 12/31/13 12/31/13 12/31/13 12/31/13 revised Thursday October 03 2013 ADDENDUM NO. 1 To Contract Documents For Belfa�r Valley Road and Lake Flora Road Preservat�on Pro�ect Page l of 2 Issued. October 1, 2013 Contents• This Addendum No 1 contains revisions to the Cover Sheet, Bid Proposat, and Special Provisions Revisions are made by re-issu�ng a form, specification page, plan sheet, OR by directing a change in writing All revisions are listed below, bidders are caut�oned to check the addendum contents carefully for the presence of all listed revisions Distrebut�on: This Addendum No 1 is distr�buted to all plan holders of record by e-mail to e-mail addresses or facsimi(e to numbers given when documents were purchased The plan holder will be asked to confirm recexpt when e-mailed Intesration• The followmg changes, additions, deletions and attachments are hereby made a part of the Contract Documents for Belfa�r Vallev Road and Lake Flora Road Preservation Pro�ect as fully and completely as if the same were fully set forth therein Acknowled�ment of Recerot of Addendum All prospective bidders are mstructed to incorporate this revision into their btds and to acknowledge receypt of the Addenda in the Proposal Fa�lure to do so may result in the Bid be�ng reJected as not responsrve Attachments to Addendum 1 Revised Cover Sheet and Pages I-2 and I-13 REVISIONS TO CONTRACT DOCU1VdEN1'S Item 1 Section. Cover Sheet Descr�pt�on• Replace the original Cover Sheet wrth the attached revised Cover Sheet Item 2 Sect�on Bidding Requirements and Contract Forms, Notice Inviting Bids, page I-2 Descr�pteon Replace the page I-2 with the attached revised page I-2 Item 3 Sechon. Bidding Requirements and Contract Forms, Local Agency Subcontractor List Descr�pt�on. Remove WSDOT form 271-015A, Local Agency Subcontractor List (page I-9) Item 4 Sect�on• B�ddmg Requirements and Contract Forms, Proposal Form, page I-13 Descript�on. Replace the page I-13 w�th the attached revised page I-13 ADDENDUM NO. 1 To Contract Documents For Belfair Valley Road and Lake Flora Road Preservat�on Pro�ect Page 2 of 2 Issued October 1, 2013 Item• 5 Sect�on• Special Provisions, Division I— General Requirements, 1-02 6 Preparation of Proposal Descript�on• Immediately after "1-02 6 Preparation of Proposal" paragraph, insert the followmg text ` Sect►on 1-02 6 is supplemented with the followmg (August 2, 200�1 WSDOT GSP) The fifth and s�xth paragraphs of Section 1-02 6 are deleted " Item• 6 Sect�on: Special Provisions, Division 5— Surface Treatments and Pavements, 5-04 3(3)A Material Transfer DeviceNehicle Descr�ption: Immediately after 5-04 3 Construction Requirements, insert the following text "5-04.3(3)A Mater�al Transfer Dev�ceNeh�cle Sechon 5-04 3(3)A �s supplemented v�nth the follow►ng (August 3, 2009 WSDOT GSP) Section 5-04 3(3)A is deleted m its enttrety " - --__- tO�rIZOI; Gunnar Fndnksson, P E Pro�ect Engineer and Manager City of Bremerton END OF ADDENDUM NO 1- ADDENDUM NO. 2 To Contract Documents For Belfa�r Valley Road and Lake Flora Road Preservahon Pro,�ect Page 1 of 1 Issued October 3, 2013 Contents: This Addendum No 2 contains revisions to the Bid Proposal by re-issuing the form All revisions are listed below, bidders are cautioned to check the addendum contents carefully for the presence of all listed revisions Dastr�bution This Addendum No 2 is distributed to alI plan holders of record by e-mail to e-mail addresses or facsimile to numbers given when documents were purchased The plan holder will be asked to confirm receipt when e-mailed InteEration The following changes, additions, deletions and attachments aze hereby made a part of the Contract Documents for Belfair Vallev Road and Lake Flora Road Preservation Pro�ect as fully and completely as if the same were fully set forth therein Acknowled�ment of Receipt of Addendum: All prospective btdders are instructed to incorporate this revision mto their bids and to acknowledge receipt of the Addenda in the Proposal Fa�lure to do so may result in the Bid being reJected as not responsive. Attachments to Addendam 2. Page I-13 REVISIONS TO CONTRACT DOCUMENTS Item. 1 Secteon• Bidding Requirements and Contract Forms, Proposal Form, page I-13 Descripho��he page I-13 with the attached revised page I-13 ,> - '��: > �� ,, „�,,.. -��.- to � Z��t� Gunnar Fndriksson, P E Pro�ect Engineer and Manager City of Bremerton END OF ADDENDUM NO 2- , � r �� L� � � � � u � ,� , 1 LJ � � TABLE OF CONTENTS PART I- BIDDING REQUIREMENTS AND CONTRACT FORMS NOTICE INVITING BIDS BIDDERS CHECKLIST PROPOSALBOND NON-COLLUSION DECLARATION BIDDER'S SUBCONTRACTOR CONTACT REPORT LOCAL AGENCY SUBCONTRACTOR LIST CERTIFICATION OF NON-SEGREGATED FACILITIES CONTRACTOR'S REGISTRATION BID PROPOSAL PROPOSAL FORM LOCAL AGENCY CERTIFICATION FOR FEDERAL-AID CONTRACTS (FEDERAL) BID CERTIFICATE - CORPORATION BID CERTIFICATE - LIMITED LIABILITY COMPANY BID CERTIFICATE - PARTNERSHIP BID CERTIFICATE - JOINT VENTURE lNFORMATION REQUIRED OF BIDDER CONTRACT CONTRACT CERTIFICATE - CORPORATION CONTRACT CERTIFICATE - LIMITED LIABILITY COMPANY CONTRACT CERTIFICATE - PARTNERSHIP CONTRACT CERTIFICATE - JOINT VENTURE LOCAL AGENCY PERFORMANCE BOND LOCAL AGENCY PAYMENT BOND STATEMENT OF INTENT TO PAY PREVAILING WAGES, DEPARTMENT OF LABOR AND INDUSTRIES PART II - AMENDMENTS TO THE STANDARD SPECIFICATIONS � C►ty of Bremerton BVR and LFR Preservation Pro�ect Contract Documents !� PAGE I-1 I-3 I-6 I-7 I-8 I-9 I-10 I-11 I-12 I-13 I-14 I-15 I-16 I-17 I-19 I-19 I-22 I-24 I-25 I-26 I-27 I-28 i-29 I-30 Bremerton Pro�ect No 6187 September 2013 Table of Confents � PAGE PART III - SPECIAL PROVISIONS DIVISION 1- GENERAL REQUIREMENTS III-3 DIVISION 5- SURFACE TREATMENTS AND PAVEMENTS III-45 STANDARD PLANS (AUGUST 5, 2013) III-52 REQUIRED CONTRACT PROViSIONS FEDERAL-AID CONSTRUCTION CONTRACTS APPENDICES A PREVAILING WAGE RATES B CONSTRUCTION FORMS C CONSTRUCTION DRAWINGS C�ty of Bremerfon Bremerton Pro�ecf No 6187 BVR and LFR Preservat�on Pro�ect l-�v September 2013 Contract Documents Table of Contents � � ' I PART II AMENDMENTS TO THE STANDARD SPECIFICATIONS � ' � i �.� ' ' � � � � � � , � � ' ;� � � The following Amendments to the Standard Specifications are made a part of this contract and ' supersede any conflicting prov�sions of the Standard Specifications For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision ' � u ' ATB Asphalt Treated Base ' 1 3 De�n�tions The defirntion 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 Contracting Agency subsurFace investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any) 1 ' � � INTRODUCTION The followmg Amendments and Special Provisions shall be used in conJunction with the 2012 Standard Specifications for Road, Bridge, and Murncipal Construction AMENDMENTS TO THE STANDARD SPECIFICATIONS Each Amendment contams all current rev�sions 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 followmg abbreviation m this section is deleted The defirntion for "Superstructures" is revised to read The part of the Structure above 0 � 3 The bottom of the grout pad for the simple and contmuous span bearing, or The bottom of the block supporting the girder, or Arch skewback and construction �oints at the top of vertical abutment members or rigid frame piers Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance , with the following criteria � 1 From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion �oints, or 2 ' � From the end pier expansion �omt for bridges with end pier expansion �oints AMENDMENTS TO THE 2012 STANDARD SPECtFICATIONS BOOK Page 1 ' Revised 8/27113 Superstructures include, but are not limited to, the bottom siab and webs of box girders, the bridge deck and d�aphragms of all bridges, and the sidewalks when shown on the bridge deck The Superstructure also includes the girders, expansion �o�nts, bearings, barrier, and radmg attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items Superstructures do not include endwalls, wingwalis, barner and railing attached to the wingwalis, and cantilever barriers and radings unless supported by the Superstructure Sectcon 1-02, Bid Procedures and Conditions January 2, 2012 1-02 4(2) Subsurface information The first two sentences in the first paragraph are revised to read If the Contracting Agency has made subsurFace investrgation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contractmg Agency wdl be made available for inspection by the Bidders at the locat�on specified in the Special Provisions The Summary of Geotechnical Conditions, as an appendix to the Speciai Provisions, and the bor�ng logs shall be considered as part of the Contract Section 1-03, Award and Execution of Contract April 2, 2012 - 1-03 1(1) Tied Beds This section's title is revised to read 1-03 1(1) Ident�cal Btd Totais Section 1-05, Control of Work August 6, 2012 1-05 13(1) Emergency Contact L�st The second sentence m the first paragraph is revised to read The list shall include, at a minimum, the Prime Contractor's Pro�ect Manager, or equivalent, the Prime Contractor's Pro�ect Superintendent, the Erosion and Sed�ment Control (ESC) Lead and the Traffic Control Supervisor Sect�on 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 materials that are not approved for �ase in the ASA database rnay be sampled and tested by the Agency, for a specified use on a pro�ect, from the source or from a processed stockpile of the material and all cost for the sampling and testing wdl be deducted from the Contract AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page Z Revised 8/27/13 , � � � ' ' � � � � ' � � I �� ' � The Contractor agrees to authonze the Pro�ect Engineer to deduct the samplmg and testmg costs from any money due or coming due to the Contractor 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 wdl deduct from payment due the Contractor costs to perform fabrication mspection on the following items • Bridge Bearings (Cylindncal, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Sphencal) • Cantilever Sign Structures and Sign Bridges • Epoxy-Coated Reinforcmg Steel • Metal Bridge Radmg and Handrad • Modular Expansion Joints • Pamted Piling and Casing • Painted and Powder-Coated Luminaire and Signal Poles • Precast Concrete Catch Basins, Manholes, Inlets, Drywelis, and Risers • Precast Concrete Drain, PerForated Underdrain, Culvert, Storm Sewer, and Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junct�on Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and Box Culverts • Precast Concrete Traffic Barrier • Precast Concrete Marine Pier Deck Panels • Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem Panels • Precast Concrete Retaming Walis, includmg Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components • Prestressed Concrete Pdes • Seismic Retrofit Earthquake Restramers • Soldier Piles • Steel Bridges and Steel Bridge Components • Steel Column Jackets • Structural Steel for Ferry Termmals, mciuding items such as Dolphins, Wingwalls, and Transfer Spans • Treated Timber and Lumber 6-inch by 6-inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read � * An inspection day inciudes any calendar day or portion of a calendar day spent by one inspector inspectmg, on standby, or travelmg to and from a place of fabrication An additional cost per �nspection day wdl be assessed for each additional inspector 1 Reimbursement will be assessed at $280 00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place ' ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 3 ' Rewsed 8/27/13 Sect�on 1-07, Legal Relations and Respons�bilit�es to the Pub6ic April 1, 2013 1-07 1 Laws to be Observed The following two sentences are mserted after the first sentence m 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 9(2) Postong Not�ces This section is revised to read Notices and posters shall be placed m areas readily accessible to read by employees The Contractor shall ensure the followmg are posted 1 2 3 4 6 7 8 9 EEOC - P/E-1 (revised 11/09) - Equal Employment Opporturnty is THE LAW published by US Department of Labor Post for pro�ects with federal-aid fundmg FHWA-1022 (revised 11/11) - NOTICE Federal-Aid Pro�ect published by Federal Highway Administration (FHWA) Post for pro�ects with federal-aid funding WH 1329 (revised 04/09) - Employee Rights under the Davis-Bacon Act published by US Department of Labor Post for pro�ects with federal-aid funding WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act pubiished by US Department of Labor Post on all pro�ects 1 ' � �.. C I' � ' ' � L1 1 5 WHD - 1420 (revised 01/09) - Employee Rights and Responsibdities under The Famdy and Medical Leave Act published by US Department Of Labor Post on all � pro�ects 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 Washmgton State Employee Security Department Post on all pro�ects 11 Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" for the Contractor, each Subcontractor, each lower tier subcontractor, and any other firm (Supplier, Manufacturer, or Fabricator) that falls under the prov�sions of RCW 39 12 because of the definition of "Contractor" m WAC 296-127-010 12 Post one copy of the prevailing wage rates for the pro�ect ' � � � � 1 , 1 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 4 Revised 8/27/13 , ' � � , � 1 9(5) Required Documents Item nurnber 2 in the first paragraph is revised to read 2 A copy of an approved "Affidavit of Prevailing Wages Paid", State L&I's form number F700-007-000 The Contracting Agency wdl not grant Comptetion untd atl 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 retained under RCW 60 28 011 until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&i and a copy of all the approved forms have been subm�tted to the Engmeer 1 Responsib�lity for Damage The �fth 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 mdemrntee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the ' precedmg 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 � �� J � � � � � ' � � � 1 15 Temporary Water Pollution/Erosion Control The third paragraph is deleted Section 1-08, Prosecution and Progress April 1, 2013 1-081 Subcontracting In the sighth paragraph, "Contracting Agency" is revised to read "WSDOT" 1-08.3(1) General Requ�rements 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 1 5 T�me for Completion The last paragraph in this section is supplemented with the followmg e Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors 1 7 Maintenance During Suspension The second paragraph is revised to read At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestnan access routes for public use during the suspension (as required in Section 1-07 23 or the Spec�al Provisions ) Th�s may include a temporary road, alternative pedestrian access route or detour AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 5 1 Revised 8/27/13 Section 1-09, Measurement and Payment Apr�l 1, 2013 1-09 1 Measurement of Quantitees The followmg 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 2(5) Measurement The second sentence in the first paragraph is revised to read The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighmg contract items of Work 1 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 independent from the Contractor or Subcontractor, then after-the-fact quotations may be obta�ned by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of submitted[7invoice Section 3-01, Production From Quarry and Pit S�tes August 5, 2013 3-011 Descroption In the first paragraph, "asphalt treated base" is deleted Sect�on 3-04, Acceptance of Aggregate August 5, 2013 3-04 3(7)D4 An Entire Lot The last sentence is deleted 3 3(8) Price Ad�ustments for Qual�ty of Aggregate The calculation in 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 Urnt Price as shown in Table 1, whichever is higher ) 3-04 5 Payment in the second paragraph, the reference "Section 3-Q4 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 � � � � �I ' ' � � � � � � I �� ' � � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK PaBe 6 ' Revised 8/27/13 r � � ' � � � � � In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read 9 14 4) Gravel Borrow for Structurai 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 appiies 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 l I Concrete Aggregate (all concrete aggregate -mcludmg I 2 I 2 I 2 I 10 I 20 pavement) In Tabie 2, the row contairnng the item "Gravel Backfiil for Foundations Class A" is revised to read 9-03 12(1)A Gravel Backfill for Foundarions Class A In Table 2, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read ' 9-03 14(4) Gravel Borrow for 2 2 5 5 5 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 opernng listed m the applicable speafication upon which more than 1-percent of the material by weight is permitted to be retamed For concrete aggregate, the nominal max�mum 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 price ad�ustment factors for the material that is actually used 4 Resistivity 10, pH 10, Chlarides 5, and Sulfates 5 Section 4-06, Asphalt Treated Base August 5, 2013 This section including title is deleted m its entirety and replaced with the followmg AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 7 1 Revised 8/27/13 Vacant Section 5-01, Cement Concrete Pavement Rehabiletation 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 two sentences in the third paragraph are deleted 5 3(4) Repface Portiand Cernent 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 meeting the requ�rements of Section 9- 07 5(1) may be substituted for the corrosion resistant dowel bars specified 5 3(6) Dowel Bar Retrofit 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 3(11) Concrete Slurry This section mcluding title is revised to read 5-01 3(11) Concrete Slurry and Grend�ng Residue All concrete slurry and grmdmg residue shall be removed from the pavement surFace on a continual basis immediately behmd the grinding or cutting operations Slurry shall not be allowed to drain mto an area open to traffic, off of the paved surFace or into any drainage structure The Contractor shall collect the concrete slurry and grmding residue from the pavement surFace and dispose of it m accordance with Section 2-03 3(7)C Opernng to traffic shail meet the requirements of Section 5-05 3(17) Sect�on 5-02, Bituminous SurFace Treatment August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt" 5-02 1(1) New Construct�on This section is revised to read This method of treatment requires two applications of emulsif�ed 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 foliowed with two additional applications of aggregate AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 8 Rewsed 8/27/13 � , � 5-02.1(2) Seal Coats This section is revised to read � This method requires the placing of one appiication of emulsified asphalt and one or more sizes of aggregate as specifled to an existmg pavement to seal and re�uvenate the surface and to produce a uniform Roadway surtace with acceptable nonskid characteristics � � � �J ' C � � � � � �� ' � � � 5 Materials The following new paragraph is mserted after the second paragraph Each source of aggregate for bitummous surface treatment shall be evaluated separately for acceptance in accordance with Section 3-04 The second and fourth paragraphs (after implementing the precedmg Amendment) are deleted 5 3(1) Equipment The second sentence in the second paragraph is revised to read A temperature measuring device shall be capable of reportmg the tempe�ature of emulsi�ed asphalt in the tank 5 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 matenai segregat�on, and true to line, grade, and cross-section No traffic wdl be allowed on the prepared surface untd the first application of emulsified asphalt and aggregate has been completed 5 3(3) Application of Asphalt and Aggregate The table "Application Rate" is rewsed to read Appi�cation Rate U�#d�luted Emulsif�ed Asphal� Aggr�gate (gaf per sq yd j Appiication Rate Appi��d Ag�regate $ize (rbs per sq. yd ) New Construction First 0 35-0 65 '/Z inch- No 4 25-45 Application or 3 / inch-% inch Appl cat on 0 35-0 60 '/ inch- No 4 25-40 Choke Stone N/A No 4- 0 4-6 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 9 ' Revised 8/27/13 Appticat�on Rate Und�luted Emuis�fied Asphait aggregate (gai per sq yd ) Apptication Ra#e Applied Aggregate S�ze (Ibs per sq. yd.) Seal Coats 5 / mch — No 4 0 40-0 65 5 / mch- No 4 25-45 Choke Stone No 4- 0 4-6 '/z mch — No 4 0 35-0 55 %z inch- No 4 20-35 Choke Stone No 4- 0 4-6 3 / mch — No 4 0 35-0 55 3 /6 inch- No 4 20-30 Choke Stone N/A No 4- 0 4-6 The table "Pavement Sealing° is deleted The second paragraph is revised to read The Pro�ect Engineer will determme the application rates The second applscation of emulsif�ed 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, soil, 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 urnformly 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 mitial rolling of the coarse aggregate unless othen�v�se specified in the Contract documents or specified by the Pro�ect Engineer Excess aggregate shall be removed from the Roadway A minimum of one pass with a pneumatic roller shail be made across the entire width of the applied choke stone 5-02 3(7) Patch�ng and Correction of Defects The last sentence in the last paragraph is revised to read The CSS-1 or CSS-1 h emulsified asphait may be diluted wrth water at a rate of one part water to one part emulsified asphalt unless otherwise specified by the Pro�ect Engineer ' � � � � � L9 � � r � � � � ' � �� AMENDMENTS TO THE 2012 STANDARD SPECIFICATtONS BOOK Page 10 Revised 8/27/13 � � 5-02 5 Payment , The first sentence in the second paragraph is revised to read The unit Contract pnce per mde for "Processing and Fmishing" shall be full pay for all cost to � perform the specified work mcluding, blading, scarifying, processing, leveling, firnshing, and the manipulation of aggregates as required 1 LJ 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 furnishmg, heating, haulmg, and spreadmg the emulsified asphalt on the Roadway � � � � � I_� � � � � � � 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 urnt Contract price per cubic yard for "Aggregate from Stockpile for BST" shail be full pay for all costs to �erForm the specified Work including loading, transporting, and placing the material m the fmished Work The eleventh paragraph is revised to read The urnt Contract price per cubic yard or per ton for "Fumishing and Placing Crushed (_� shall be fuil pay for costs to perform the specified Work mcludmg furnishing, transporting, and placmg the material in the finished Work 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 includmg rebrooming the Roadway Section 5-04, Hot Wlix Asphalt Aprtl 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 binder 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 17 � Revised 8/27/73 5-04 3(7)A1 General This section is supplemented with the followmg The Contractor shall include the brand and type of anti-stripping additive in the mix des�gn submittal and provide certification from the asphalt binder manufacture that the anti-stripping additive is compatible with the crude source and formulation of asphalt binder proposed in mix design 5 Commercial Evaluation The second sentence m the second paragraph is deleted 5 3(10)B3 Longitudenal Jo�nt Density The section mcluding title is revised to read 5-04 3(10)B3 Vacant 5 3(11)D General The last sentence in the first paragraph is deleted 5 3(12)A Transverse Joints In the second paragraph "plannmg" is revised to read "planing" 5 3(20) Ants Additive This section is revised to read Anti-stripping additive shall be added to the tiquid asphalt by the asphalt supplier prior to shipment to the asphalt mixmg plant For HMA accepted by statistical and nonstatistical evaluation the anti-stnpping additive shall be added in the amount designated in the WSDOT mix design/anti-strip evaluation report provided by the Contracting Agency For HMA accepted by commercial evaluation the Pro�ect Engmeer wiil determine the amount of anti-strip to be added, paving shall not begin before the anti-strip requirements have been provided to the Contractor 5 4 Measurement The first sentence in the first paragraph is revised to read HMA CI PG , HMA for CI PG , and Commerc�al HMA will beClmeasured by the ton in accordance with Section 1-09 2, with no deduction being made for the weight of asphalt binder, mmeral fitler, or any other component of�the mixture The last paragraph is deleted 5 5 Payment The bid item "Longitudinal Joint Density Price Ad�ustment", by calculation and paragraph following bid item are deleted Section 5-05, Cement Concrete Pavement Augus# 5, 2013 5-05.3(1) Concrete M�x 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 72 Revised 8/27H3 � � l� � � � � � 5 3(6) Subgrade The last paragraph in this section is deleted Sectoon 6-02, Concrete Structures January 7, 2013 6-02 3(2) Proport�oning Matersals The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read **** 145 The following new note �s mserted 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 m 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 matenal for all other classes of concrete � � � � � ,� � � � � 6 3(2)B Commerc�al Concrete The second paragraph is revised to read Where concrete Class 3000 is specif�ed for items such as, culvert headwalls, pluggmg culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabmet bases, guardrail anchors, fence post footmgs, sidewalks, curbs, and gutters, the Contractor may use commercial concrete If commercial concrete is used for sidewalks, curbs, and gutters, �t shall have a minimum cementitious materiaf 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 3(2)D Lean Concrete This section is revised to read Lean concrete shall meet the cementitious requ�rements of Section 6-02 3(2) and have a maximum water/cement ratio of 2 6 3(4)A Qualification of Concrete Supplters The first paragraph is revised to read Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association (NRMCA) Information concernmg NRMCA certification may be obtamed from the NRMCA at 900 Spring Street, Silver Springs, 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 followmg 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 AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 13 � Revised B/27H3 copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification 6-02 3(5)G Sampling and Test�ng Frequency for Temperature, Consistency, and A�r Control The last sentence in the second paragraph is revised to read Sampling shall be perFormed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected m accordance with WSDOT TM 716 6 Pigmented Sealer for Concrete Surfaces This section is revised to read The Contractor shall submit the pigmented sealer manufacturer's written instructions covermg, at a mirnmum, the following Surface preparation 2 3 4 5 Application methods Requirements for concrete curmg pnor to sealer application Temperature, humidity and precipitation limitations for application Rate of application and number of coats to apply The Contractor shall not begin applying p�gmented sealer to the surfaces specified to receive the sealer untd receivmg the Engineer's approval of the submittal All surtaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surFace finish (except that concrete barrier surFaces shall be finished m accordance with Section 6- 02 3(11)A) The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the irntial 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 m the Special Provisions The final appearance shall be even and urnform withou color Surface finishes deemed unacceptable by the accordance with the manufacturer's recommendations Contracting Agency � � � � � , � f ._� � � � � � � � t blotchmess, streaking or uneven � Engmeer shall be re-coated in at no additional expense to the For concrete surFaces such as columns, retaining walls, pier walls, abutments, concrete fasaa panels, and noise barner wall panels, the pigmented sealer shall extend to 1 foot below the firnsh ground line, unless otherwise shown m the Plans 6 3(16) Plans gor �alsework and Formwork item No 4 �n 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 � � � � LJ � � � � � � �� The following paragraph is inserted after the seventh paragraph Plan approval can be done by the Pro�ect Engineer for footings and walls 4 to 8 feet high (exclud�ng pedestal height) provided Concrete placement rate is 4 feet per hour or less 2 3 4 Fac►ng is 3 /-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 Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 4's spaced at 24 inches 6 3(17)F Brac�ng 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 followmg new sub-section 6-02 3(17)F5 Temporary Bracing for Bridge G�rders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the plac�ng of precast concrete deck panels and concrete for the bridge deck Bracing shall be designed and detaded 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 mach�nes and other construction loadings m the design of the bracmg Falsework support brackets and braces shall not be weldcd to structurai steel bridge members or to steei reinforang bars 6 3(17)F4 Temporary Brac�ng for Bridge Girders This section mcluding title is revised to read 6-02 3(17)F4 Temporary Bracing for Bredge G�rders Durmg 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 detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approvat The Contractor shall furnish, mstall, and remove the bracmg at no additional cost to the Contracting Agency At a minimum, the Contractor shall brace girders at each end and at midspan to prevent laterai � movement or rotation This bracing shall be placed prior to the release of each girder from the erection equipment If the br�dge is constructed with cast-�n-place concrete diaphragms, the � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 15 Revised 8/27/13 bracing may be removed once the concrete �n the d�aphragms has been placed and cured for a mirnmum of 24 hours 6 3(17)H Formwork Accessories The first paragraph is deleted and replaced with the followmg two new paragraphs Formwork accessories such as form ties, form anchors, form hangers, anchormg inserts, and simdar hardware shall be specifically identified in the formwork plans includmg the name and size of the hardware, manufacturer, safe working load, and factor of safety The grade of steel shail also be indicated for threaded rods, coil rods, and similar hardware W�re form ties shal! not be used Welding or clamping formwork accessones 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 drdling of holes �n prestressed girders is not allowed Taper ties may be used provided the foliowing conditions are met The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vaults, etc ) 2 After the taper tie is removed, plugs designed and intended for pluggmg taper tie holes shall be mstalled at each face of concrete The plug shall be mstalled a minimum of 1'/" 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 surroundmg concrete 6 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 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 placmg post tensioning 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 irntial air pressure of 50 psi This pressure shall be held for five minu#es to allow for internal ad�ustments withm the assembly After five minutes, the air supply valve shall be closed The Contractor shall monitor and measure the pressure maintamed withm the closed assembly, and any subsequent loss of pressure, over a period of one mmute followmg the closure of the a�r 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 �n 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 Eng�neer The repaired system shail then be retested The cycle of testing, repair and retestmg of each completed duct assembly shall continue until the completed duct assembly completes a test w�th pressure loss within the specified amount AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 16 � Revised 8/27/13 � � ' � � � � Section 6-03, Steel Structures August 5, 2013 6-03 3(7)A Erection Methods The following new paragraph is mserted 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 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 includ�ng local stresses in the flanges at lifting bracket locations, The calculations shall mclude computation of the liftmg bracket and associated bolt hole locations and the expected orientation of the girder during picking operation, 4 The lifting bracket shall be load tested and certified for a load at least 2 times the � working load and at all angles it wdl be used (angle of load or rigg�ng) Certification documentation from a previous pro�ect may be submitted for approval, � 5 Bolt holes in girders added for the lifting bracket connections shall be shown in the � shop plans and shall be drdled in the shop Field drilling of bolt holes for lifting brackets wiil not be permitted, � � +J LJ � � LJ� � � � 6 Boit holes in girder top flanges shall be filled with high strength bolts after erection in accordance with Section 6-02 3(17)K The last sentence in the fourth paragraph (after implementmg 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 Washington, in the branch of Civd or Structural, and shall carry the engineer's seal and signature, in accordance with Section 6-02 3(16) 6 3(13) Fabrocatong Tension Members Item number 2 is revised to read 2 Fabricated from plate stock with the primary rolimg direction of the stock parallel to the length of the member, or as shown m the Plans 6 Method of Shop Assembly The first sentence in Item 2 C �s 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 two or more truss panels or girder shop sections added at the advancing end AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 17 � Revised 8/27/13 6-03 3(32) Assemblong 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 remaming holes of the f�eld connection or splice place with bolts and tighten to snug-tight The following two new paragraphs are inserted after the fourth paragraph The Contractor shall complete the �oint or connection withm ten calendar days of installing the first boit or within a duration approved by the Engineer Any bolts mserted m an incomplete connection, either loose or tightened snug-tight, which exceed the specified duration for completing the connection, shall be sub�ect to the following 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 satisfactorily � � ' � � � 2 Five assemblies shall be removed from the connection to establish the inspection � torque 3 In the case of tension controlled bolts, three assemblies shall be removed and tested in accordance with Section 6-03 3(33)A to verify the minimum specified tens�on can be achieved prior to shearing of the spline Assemblies removed for the purpose of rotational capacity testmg, determmation of the inspection torques, or veri�cation of tension controlled bolt perFormance shall be replaced with new bolts at no additional expense to the Contractmg Agency To mmimize the number of removed assemblies, the Contractor may combine rotational capacity testmg and inspection torque determination as approved by the Engmeer 6 3(33) Bolted Connections The fourth paragraph is revised to read All bolted connections are slip critical Painted structures require either Type 1 or Type 3 bolts Unpainted structures reqwre Type 3 bolts Bolts shall not be galvanized unless specified in the Contract documents AASHTO M 253 bolts shall not be galvanized and shall not be used m contact with gatvanized metal In the tenth paragraph, the first paragraph of Item number 3 is revised to read 3 Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method (Tension Control Bolt Assembly) - Tens�on control boit assemblies shall mclude the bolt, nut, and washer(s) packaged and shipped as a single assembly Unless otherwise approved by the Engineer, tension control bolt assembly components shall not be mterchanged for testmg or mstallation and shall comply with all pravisions of ASTM F 1852 If approved by the Engineer, the tension control bolt assembly components may be mterchanged withm the same component lot for girder web splices or other locations where access to both sides of the connection is restricted LJ �� ,� �' � � �- � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 18 Revised 8/27/13 � � � � � � � � 6 Pre Testing The followmg new paragraph is inserted after the fourth paragraph Three twist off-type tension controlled bolt assemblies, per assembly lot, shall be tested in a bolt tension calibrator The bolts shall first be tens�oned to a snug tight condition Tensioning shall then be completed by tighternng the assembly nut m a continuous operation using a spline drive installation tool until 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 3(33)B Bolting Inspection The first paragraph is revised to read The Contractor, m the presence of the Pro�ect Engmeer, shall inspect the tightened bolt using 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 3(36) Setteng and Grouting Masonry Plates Item number 2 �n the second paragraph is revised to read � 2 Place steel shims under the masonry plates to position pin centers or beanngs 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 3(39) Sw�nging the Span The second and third paragraphs are revised to read � l� � � � � � � �� Y 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 Engineer �f the Contracting Agency is responsible for surveying) shall survey elevations' at the tenth points along the centerline on top of all girders and floorbeams The Contractor shall calculate the theoretical top of girder or floorbeam flange elevat�ons and compare the calculated elevations to the surveyed elevations The theoretical pad or haunch depth shown in the Plans shall be mcreased or decreased by the difference between the theoretical and surveyed top of girder or floorbeam elevations The soffit (deck formwork) shali be set based on the Pian bridge deck thickness and the ad�usted pad or haunch depth The Contractor shall submit all sunrey data and calculations to the Engineer for review ten working days prior to piacing any load, beyond the maximum five pounds per square foot of form weight allowed, on the Structure Secteon 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 urnt Contract price per each for "Driving (type) Pde �)" shall be full pay for driving the pde 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(Z) Metal Ratlings The third paragraph is revised to read Anchor bolts shali be positioned with a template to ensure that bolts match the hole spacing of the bottom channeis or anchorage plates Section 6-07, Painting August 5, 2013 6-07 3(9)A Paint System The first sentence in the second paragraph �s revised to read All paint coating components of the selected pamt system shall be produced by the same manufacturer 6 3(10)H Paint System The first and second sentences �n the second paragraph are revised to read All paint coating components of the selected paint system shall be produced by the same manufacturer 6 3(10)N Field Coating Applocation Methods The first sentence is revised to read The Contractor shali apply paint materials in accordance with the manufacturer's recommendations by air or airless spray, brush, roller, or any combmation of these methods uniess otherwise speafied The third sentence is revised to read The Contractor shall use brushes to apply the stripe coat, to ensure complete coverage around structural geometric irregular�ties, and to push the paint into gaps between existmg steel surfaces and around rivets and bolts 6 3(10)O Applying Feeld Coatings The first sentence in the sixth paragraph is rewsed to read All steel surfaces cleaned to bare metal by abrasive blast clearnng shall receive the primer coat within the same working day as the cleaning to bare metal and before any rust begins 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, furnishmg and placing all necessary staging and rigging, furrnshing, operating and mooring barges, furnishing AMENDMENTS TO THE 2012 STANDARD SPECIFlCAT10NS BOOK Page 20 Revised 8/27/13 � � and operatmg �xed and movable work platforms, accommodating Contracting Agency � inspection access, conductmg the Contractor's quality control inspect�on program, providing material, labor, tools, and equipment, furnishing containers for containment waste, collecting and stonng containment waste, collecting, storing, testing, and disposing of all contamment � waste not conformmg to the definition in Section 6-07 3{10)F, performing all cleaning and preparation of surfaces to be painted, applying all coats of paint and sealant, correctmg 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 Pamting - " will be made on a monthly basis and � will be based on the percentage of the total estimated area satisfactorily cleaned and coated as determined by the Pro�ect Engmeer �.J � Section 6-10, Concrete Barr�er August 5, 2013 6-10.3 Construction Requ�rements This section is supplemented with the following � Steel welded wire reinforcement deformed, conforming to Section 9-07 7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9-07 2, sub�ect to the following conditions � � � � � � � � � � 2 3 Steel welded wire remforcement spacing shall be the same as the deformed steel bar spacing as shown m the Standard Plans The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars bemg substituted Development lengths and splice lengths shall conform to requirements specified m the AASHTO LRFD Bridge Design Specif�cations, current edition 6 3(6) Plac�ng Concrete Barriers The first and second sentences in the first paragraph are rev�sed 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 single slope barrier, and transitions shall meet this test for uniformity 6 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 � Revlsed 8/2T/13 Sect�on 6-12, Noise Barrier Walis August 6, 2012 6-12 3(3) Shaft Construction The third sentence m the fifth paragraph is revised to read When efforts to advance past the obstruction to the design shaft t�p elevation result m the rate of advance of the shaft drdlmg 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 3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted 6 Payment This section is suppiemented with the following "Removmg Noise Barrier Wall Shaft Obstructions", estimated Payment for removing obstructions, as defined in Section 6-12 3(3), wdl 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 empioyees 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 determmed using the rate and markup methods specified m Section 1-09 6 For the purpose of providing a common proposal for all bidders, the Contractmg 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 obstruction removal work and cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment will be added to #he 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 resultmg 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 within the onginal time of the contract The Engmeer wdl consider a t�me ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the doilar 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 22 Revised 8/27/13 � i i� �; � i�� f �� I� � �� Section 6-13, Structural Earth Walis April 1, 2013 5-13 2 Materials In the first paragraph, the followmg item is mserted after the item "Aggregates for Portland Cement Concrete" Gravel Borrow for Structural Earth Walls 9-03 14(4) 6 4 Measurement In the second paragraph, "Backfill" is revised to read "Gravel borrow" 6 5 Payment In this section, the b�d 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 Walis April 1, 2013 6-14 2 Materials The first paragraph is revised to read Materials shall meet the requirements of the following sections I I� r� i,_,�� l : � J 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 Reinforang Steel Wire Mesh for Concrete Reinforcement Grout 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 4 Measurement In the second paragraph, "geosynthetic retairnng wall backfill" is revised to read "structural earth wall backfill" 6 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 � � Revised 8/27/13 the ground-Ime 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 water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, mcluding 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 acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engmeer Spoils 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 spods on-site 3 Mmeral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the pro�ect Infdtration is allowed provided the ground-line at the d�sposal 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 dischargmg directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State Spoils m contact with mineral slurry shall be disposed of m accordance with Section 2-03 3(7)C With approvai of the Engmeer, the Contractor may re-use these spods on-site Section 7-02, Culverts August 6, 2012 7-02 2 Materials Note 3 m the table titled, "Culvert Pipe Schedules" is revised to read 3 Polypropylene pipe, 12 inch to 30 mch diameters approved for Schedule A and Schedule B, 36 mch to 60 inch diameters approved for Schedule A only 7 5 The bid item "Steel Rib Remforced Polyethylene Culvert Pipe In Diam ", per linear foot is revised to read "St Rib Remf Polyethylene Culv Pipe In Diam ", per Imear foot Sectaon 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 following When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance w�th Section 7-08 3(2)D 1� il � �� I_� i �-� �� ; Z, �� Il� � '{ Y , l4_1 Ili I{� l�� <<, �� il l �� AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 28 Revised 8/27/13 y i� �� !� � �i I� �� i �� r� 1� � ij 1 �� I; )�� !� � I� 7 3(5) Headwalls This section is supplemented with the followmg When aluminum pipe or pipe arch is in contact with cement concrete, two coats of pamt shall be applied in accordance with Section 7-08 3(2)D Section 7-04, Storm Sewers August 6, 2012 7-04 3(1)6 Exfiltration Test — Storm Sewers The fifth column title "PE is revised to read "PP from the table titled, "Storm Sewer Pipe Schedules" Note 4 m the table titled, "Storm Sewer Pipe Schedules" is revised to read 4 PP = Polypropylene Pipe, 12 mch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only 7 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 Secteon 7-05, Manholes, tnlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction 92equirements The third paragraph is supplemented with the following Leveling and ad�ustment devices that da not modify the structural integrity of the metal frame, grate or cover, and do not void the origmating 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 interfere with the backfilling, backfill density, groutmg and asphalt density will not be allowed The hardware for leveling and ad�usting devices shall be cornpletely removed when specified by the Pro�ect Eng�neer Section 7-08, General P�pe Installation Requirements August 6, 2012 7-08 3(2)D Pipe Laying — Steel or Alum�num The following new sentence is inserted after the first sentence m the second paragraph The paint shall cover ail the surface in contact with the concrete and extend one inch beyond the pomt of contact AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 29 �� Revised 8/27/13 Plast�c Covering Erosion Control - Plastic coverings used to temporarily cover stock pded materials, slopes or bare soils shall be mstalled and maintained m a way that prevents water from intruding under the plastic and prevents the plastic cover from blowing open in the wind Piastic coverings shall be placed with at least a 12-inch overlap of all seams and be a mmimum of 6 mils thick Containment - Plastic covenngs used to line concrete washout areas, contain wastewaters, or used in secondary containment to prevent spols, shall be seamless to prevent mfiltration and be a minimum of 10 mds thick Vegetation Management shall be clear and where mmimum of 4 mils thick 8 3(6) Check Dams This section is revised to read (� �� 1 �� - Piastic covering placed over areas that have been seeded vegetative growth is to inhibited it shall be black and be a �� Check dams are used as an erosion and sediment control device in channels or conveyance areas Check dams shall be instailed as soon as construction will allow, or when designated by the ProJect Engineer The Contractor may substitute a different check dam materiai, in lieu of what is specified in the contract, with approval of the Pro�ect Engineer Check dam materials shall meet the requirements m Section 9-14 5(4) Straw bales shail not be used as check dams The check dam is a temporary or permanent structure, budt across a minor 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 pondmg area upstream of the dam to ailow pollutants to settle, with water from increased flows channeled over a spiilway in the check dam The check dam shall be constructed to prevent erosion in the area below the spillway The outer edges shall extend up the sides of the conveyance to prevent water from gomg 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 mstalled as shown m 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 3(6)A Geotextile Check Dam This sections content including title is deleted 8 3(6)B Quarry Spall Check Dam This sections content including title is deleted 8 3(6)C Sandbag Check Dam This sections content mcluding title is deleted 8 3(6)D Wattle Check Dam This sections content includmg titie is deleted 8-01 3(6)E Coor Log This section including title and section number is revised to read �� E.�' El �� L� � �� L� �� AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 32 Rewsed 8/27/73 �� 8-01 3(6)A Coor Log Coir logs are used as erosion and sediment control or bank stabdizing device Coir logs shall be laid out, spaced, staked and installed in accordance with the Standard Plans � � � � � LJ � rl � _ �� Live stakes �n accordance with Section 9-14 6(1) can be used in addition to, but not as a replacement for, wooden stakes 8-01.3(7) Stabilozed Construction Entrance The first paragraph is revised to read Temporary stabdized construction entrance shail be constructed in accordance with the Standard Plans, pnor to beginning any clearing, grubbing, embankment or excavation Ail quarry spall matenal used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out 8 3(9)A Silt Fence This sect�on and all sub-sections mciuding title is revised to read 8-01.3(9)A Fencing 8-01 3(9)A1 High Visibd�ty Fencing High visibility fencing (HVF) shall be orange m 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 material to the posts shall be as shown m 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 Silt fence shail be black in color and used as a sediment control device to prevent sed�ment laden water from leaving proJect boundaries, to manage stormwater within the site, or to create small detention areas Silt fence shall be installed at locations shown m the Plans The geotextile shall be securely attached to the posts and support system Post spacmg and attachments shall be as shown in Standard Plans Geotextde material 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 shail be either wood or steel Wood posts shall have mirnmum dimensions of 1'/ by 1'/ inches by the minimum length shown m the Plans When sediment deposits reach approximately '/ the height of the silt fence, the deposits shall be removed and stabil�zed in accordance with Section 8-01 3(15) � If trenching is not feasible due to rocky sods or not advisable due to proximity to a downslope sensitive area, a different sediment control device that does not require trenchmg shall be used m place of silt fence � Silt Fence w�th Backup Support Where backup support is needed for silt 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 soils toward the fence When backup support is used, wire shall have a � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 33 � Rev�sed 8/27/13 maximum mesh spacmg of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as❑theClgeotextile 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 geotextile (i e, 180 Ibs grab tensile strength in the machme direction) Post spaang and attachments shall be as shown m Standard Plans 8-01 3(9)A3 High Visibdity Silt Fence High v�sibdity sdt fence (HVSF) shall be orange m color and oniy be used for the dual purpose of demarcating site preservation lines and a sediment control device in a location where high visibdity mesh fence and black silt 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 m Standard Plans H�gh Visibility Silt Fence w�th Backup Support Where backup support is needed for high visibility silt fence (HVSF) in areas where extra strength may be requ�red, such as the toe of steep cut or fill 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 mches, and the plastic mesh shall be as resistant to ultraviolet rad�ation as❑the❑geotextile 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 geote�ile (i e, 180 Ibs grab tensile strength in the machine direction) Post spacing 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 stabdized in accordance with Section 8-01 3(15) 8 3(9)B Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read Filter berms shall retain sediment and direct flows The gravel filter berm shall be a minimum of 1 foot m height and shall be maintained at this height for the entire time they are in use Rock material used for filter berms shall meet the gradmg requirements in Section 9-03 9(2), but shall not include any recycled materials as outlined in Section 9-03 21 The last sentence in the third paragraph is revised to read Compost shall be Med�um Compost 8 3(9)C Straw Bale Barrier This section including title is revised to read 8-01 3(9)C Vacant 8 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 will ailow or when designated by the Engineer Wattle installation and trenchmg shall begin from the base of the slope and work uphill prior to any topsod or compost placement Excavated material from trenching shall be spread evenly along the uphdl slope � � � , LJ � � � � � �' � � � � � � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 34 Rewsed 8i27/13 � � and be compacted usmg hand tampmg or other method approved by the Engineer On � gradually sloped or clay-type sods trenches shall be 2 to 3 inches deep On loose soils, 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 � � � � Wattles shall be laid out, spaced and staked in accordance with the Standard Plans Live stakes m accordance with Section 9-14 6(1) can be used in addition to, but not as a replacement for, wooden stakes If trenching and staking is not possible due to rocky soils, compost socks shall be used instead of wattles The Contractor shall exercise care when instalimg wattles to ensure the method of installation minimizes disturbance and prevents sediment or pollutant discharge mto water bodies 8 3(11) Vacant This sect�on includmg title is revised to read 8-01 3(11) Outlet Protection � Outlet protection shail 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 matenal and meet the gradation requirements in Section 9-13 6 �J ' �� 8 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 Engmeer Compost socks shall be mstalled prior 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 continuous length shall be curved 2 to 4 feet upward into the slope to prevent concentrated flows from going around the terminai ends Finished grades shall be of a natural appearance with smooth transitions Compost for compost socks shali 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 stakmg is not possible or if the compost sock is being used � on concrete, heavy blocks or an equivalent item shall be used to we�gh down and secure the sock Compost socks shall be laid out, spaced and staked m accordance with the Standard Plans � � � � � The Contractor shall exercise care when installing compost socks to ensure that the method of installation min�mizes disturbance of waterways and prevents sediment or poliutant discharge into water bodies Stakes shall be removed to m�nimize soil disturbance 8 3(13) Temporary Curb This se�tion is revised to read Ternporary curbs shall divert or redirect water around erodible soils AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 35 , Revised 8/2T/13 Temporary curbs shall be mstalied 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 Pondmg shall not be in roadways 8 3(16) Removal The first sentence in the first paragraph is revised to read When the Pro�ect Engineer determines 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 m a way that mirnmizes sod disturbance The Contractor shail permanently stabilize all bare and disturbed sod after removal of BMP's 8 4 Nleasurement The third paragraph is revised to read Check dams wdl be measured per Imear foot one time only along the completed check dam No additional measurement will 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 - Seedmg, fertdizmg, liming, mulching, mowing, and tackifier will 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 Fencmg will be measured by the linear foot along the ground Ime of the completed fence This section is supplemented with the following Outlet Protection will be measured per each initial installation at an outlet location 8 5 Payment The paragraph following the bid item, "Plastic Covermg", 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, including removal and disposal at an approved disposal site The bid item "Straw Bale", per each is deleted The bid �tem " Erosion Control Blanket", per square yard is deleted The bid item "Sod Binder or Tackmg Agent", per acre is deleted This section is supplemented with the following � � � � � � � L� ' � � � � � � � � � AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 36 Revised 8/27/13 � � � "Outlet Protection", per each The unit Contract price per each for "Outiet Protection" shall be full payment for alI costs incurred to complete the Work � u � � � � � � � � � ' � � �_� � � � "Tackifier", per acre The urnt Contract price per acre for "Tackifier" shall be full payment for all costs incurred to complete the Work "Biodegradable Erosion Controi Blanket", per square yard The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work "High Visibdity Silt Fence", per linear foot Section 8-02, Roadssde Restoration August 5, 2013 In this section, "psiPE" is revised to read "PSIPE" 8 3(2) Roadside Work Plan The first sentence in 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 3(4)C Topsoil Type C I n this section, "9 1(2)" is revised to read "9 1{3)" 8 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-OZ 4 Measurement The first sentence is revised to read Topsod, 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 revised to read Compost wdl be measured by the acre along the grade and slope of the area covered immediately after application 8 5 Payment The bid item "Topsoil Type ", per cubic yard and following paragraph are revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 3? Revised 8/27/13 "Topsod Type ", per acre The unit contract price per acre for "Topsod Type " shall be full pay for providing the source of material for topsoil Type A and C, for pre-excavation weed control, excavating, ioading, hauling, intermediate wmdrowing, stockpding, weed control on stockpiles or windrows, and removal, placing, spread�ng, processmg, cultivating, and compacting topsod Type A, Type B, and Type C The bid item "Fme ComposY', per cubic yard is revised to read "Fme Compost", per acre The bid item "Medium Cornpost", 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 pr�ce per cubic yard for "Fine Compost", Medium Compost" or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the existing soil The bid item "Sod AmendmenY', per cubic yard and following paragraph are revised to read "Sod Amendment", per acre The urnt Contract price per acre for "Soil Amendment" shall be full pay for furnishmg and incorporating the mulch onto the existing soil The bid item "Bark or Wood Chip Mulch", per cubic yard and following paragraph are revised to read "Bark or Wood Chip Muich", per acre The unit Contract pr�ce per acre for "Bark or Wood Chip Muich" shall be full pay for furrnshing and spreading the mulch onto the existmg soil Section 8-03, Irrigataon Systems April 2, 2012 8-03 3(7) Flushing and Testong The fifth paragraph is deleted Section 8-04, Curbs, Gutters, and Spillways Aprel 2, 2012 8-04 3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the followmg new sub-section � l_.1 �� r LJ � � L__! � ' �� L� � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 38 � Rev�sed 8/27/13 �_J �� C � � 8-04 3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nos�ng curb shall be shaped and firnshed to match the shape of the ad�oinmg curb as shown in the Plans All other requirements for cement concrete curb and cement cancrete curb and gutter shall apply to roundabout cement concrete curb and gutter 8 4 Measurement This section is supplemented with the following Roundabout splitter island nos�ng curb wdl be measured per each 8 5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb", per Imear foot is deleted Th�s section is supplemented with the following "Roundabout Cement Concrete Curb and Gutte�", per linear foot The unit Contract price per Imear foot for "Roundabout Csmenf Concrete Curb and Gutter" shall be full payment for all costs for the Work including transit�ornng the roundabout cement concrete curb and gutter to the ad�oining curb shape "Roundabout Splitter Island Nosing Curb", per each LJ � � � � � The unit Contract price per each for "Roundabout Spl�tter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the ad�oinmg curb shape Section 8-07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read 8-07 Precast Traffic Curb 8 Descripteon This section is revised to read This Work consists of furnishing and installing precast traffic sloped mountable curb or dual � faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations mdicated m the Plans or as staked by the Engmeer � � 8 2 Materials The material reference "Block Traffic Curb 9-18 3" is deleted from this section The referenced section for the following item is revised to read � Pamt 9-34 2 � � AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 39 Revised 8/27h 3 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 5 Payment The following bid items are deleted from this section "Type A Precast Traffic Curb", per Imear 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 followmg matenal reference is deleted from this section Weathering Steel Beam Guardrail 9-16 8 8 3(1)B Erection of Ra�l The last sentence in the first paragraph is revised to read All holes shall be painted with two coats of pamt conformmg to Section 9-08 1(2)B The fourth paragraph is revised to read Galvanized steel rail plates shall be fastened to the posts with galvanized bolts, washers, and nuts of the size and kmd shown in the Plans The last paragraph is deleted 8 3(1)D Removing Guardrail and Guardrail Anchor The first two sentences in the first paragraph are revised to read Removai of the various types of guardrail shall include removal of the rad, cabie elements, hardware, and posts, mcludmg transition sections, expansion sections, terminal sections and the rad element of anchor assemblres Removai of the various types of guardrail anchors shali include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly 8 4 Measurement The seventh paragraph is revised to read Measurement of removal of guardrad will be by the linear foot measured along the line of guardrad removed mcluding transition sections, expansion sections, guardrad anchor rail elements and terminal sections AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 40 � Revised 8/27/13 � � 8-11 5 Payment The bid item "Weathering St Beam Guardrad Type ", per Imear foot is deleted � �� The second paragraph is revised to read The unit Contract price per linear foot for "Beam Guardrad Type ", "Beam Guardrail 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 �n 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 following the bid item "Removing Guardrad Anchor", per each �s revised to read The unit Contract price per each for "Removmg Guardrail Anchor" shail be full payment for all � costs to perform the Work as described m Section 8-11 3(1)D, including rad removal, �f there isn't a Bid Item for Removing Guardrail m the run of guardrail connecting to the anchor � � � � LI � � �J � � � � Sect�on 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Pro�ect Engrneer" 8 2 Materoals This section is supplemented with the followmg Paint 9-OS 1(2)B 8 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 finro sentences After the post is set and piumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4 The grout shall be thoroughly worked into the hole so as to leave no voids The seventh paragraph is deleted The ninth paragraph is revised to read Steep slopes or abrupt topography may require changes m various elements of the fence It shall be the responsibdity of the Contractor to provide all posts of sufficient length to accommodate the cham link fabric The tenth paragraph is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 41 � Revised 8/27/13 All round posts shall have approved top caps fastened securely to the posts The base of the top cap fittmg for round posts shall feature an apron around the outside of the posts 8 3(1)B Top Rail This section's content including title is deleted and replaced with 8-12 3(1)B Vacant 8 3(1)C Tension Wire and 1'ension Cable This section's content including title is revised to read 8-12 3(1)C Tension Wire Tension Wires shall be attached to the posts as detaded in the Plans or as approved by the Engineer 8 3(1)D Chain Link Fabric The first three paragraphs are revised to read Chain link fabric shall be attached after the cables and wires have been properly tensioned Chain link fabric shall be placed on the face of the post away from the H�ghway, 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 Eng�neer Cham link fabnc shall be placed approximately 1-inch above the ground and on a straight grade between posts by excavatmg high points of ground Fdling of depressions will be permitted only upon approval of the Pro�ect Engineer The fourth sentence in the fourth paragraph is revised to read The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24-inch intervals 8 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 rev�sed to read After the post is set and plumbed, the hole shall be fdled with Grout Type 4 The fourth sentence in the sixth paragraph is replaced with the followmg finro sentences After the post is set and piumbed, the hole m the portion of the post m solid rock shall be filled with Grout Type 4 The grout shall be thoroughly worked mto the hole so as to leave no voids The tenth paragraph is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 42 Rev�sed S/27/13 � � � r � � � �� 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 5 Payment The paragraph followmg the item "Chain Link Fence Type ", per linear foot is revised to read The unit Con#ract price per linear foot for "Chain Link Fence Type " shall be full payment for ail costs for the specified Work includmg brace post installation and all other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate Bid Item in this Section The following paragraph is mserted after the item "End, Gate, Corner, and Puil Post for Cham Link Fence", per each The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work The following paragraph is inserted after the item "Single 6 Ft Chain Link Gate°, per each ' The unit Contract price per each for "Double 14 Ft Chain Lmk Gate", "Double 20 Ft Cham Link Gate", and "Single 6 Ft Cham Link Gate", shall be full payment for all costs for the specified Work � The paragraph following the item "Wire Fence Type ", per Imear foot is revised to read � � �; �� The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work includmg payment for clearing of the fence line The follow�ng paragraph is inserted after the item "Double Wire Gate 20 Ft Wide", per each The urnt contract price per each for "Single Wire Gate 14 Ft Wide" and "Double Wire Gate 20 Ft Wide" shall be full payment for afl costs for the specified Work The paragraph followmg the item "Access Control Gate", per each is revised to read The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work Section 8-15, Riprap April 2, 2012 8-15.1 Description The second paragraph is revised to read Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 43 � Revised 8/27/13 Section 8-20, Illumination, Traff�c Signal Systems, And Electrical August 5, 2013 8-20 3(4) Foundations The first paragraph is revised to read Foundat�on concrete shall conform to the requirements for the specified class, be cast-�n-place concrete and be constructed m 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 mto an excavation where water is present shall be placed using an approved tremie If water is not present, the concrete shall be placed such that the free-fall is vertical down the center of the shaft without hitting the sides, the steel reinforang bars, or the steel reinforcing bar cage braang The Section 6- 02 3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft Steel remforcing bars for foundations shail conform to Section 9-07 8 3(5) Conduit This sections content is deleted and replaced with the following new sub 8 3(5)A General The ends of ail conduit, metallic and nonmetallic, shall be reamed to remove burrs and rough edges Field cuts shall be made square and true The ends of unused conduits shail be capped When conduit caps are removed, the threaded ends of inetal conduit shall be provided with approved conduit bushings and non-metal conduit shall be provided with end bells Reducmg couplings will not be permitted Exist�ng conduit in place scheduled for installation of new conductor(s) shall first have any ex�stmg conductor(s) removed and a cleaning mandrel shall be pulled through The existing conduit shall then be prepared sub�ect to the same requirements outlined m this paragraph, for new conduit and innerduct, unless otherwise ind�cated 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 in place Existing conductor(s) shall be reinstalled unless otherwise indicated m the Plans As soon as the sizing mandrel has been pulled through mnerduct, a 200-Ib mmimum tensile strength pull string shall be mstalled 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 �nstalled and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped 8-20 3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cabie or conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12-mches above the conduit unless otherwise detailed in the Plans Detectable Underground Warning Tape shall extend 2-feet into boxes or vaults Splicmg of the tape shall be in accordance with tape manufacturer's recommended materials and procedures �� , � � � i_.1 AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK page 44 Revised 8/27/13 � �i Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable , and all conduits identified to contam future fiber optic cabie When open trenchmg is used, the location wire shall be placed in continuous lengths directly above the condwt Where conduit is mstalled by other methods, the Location Wire shall be attached to the outside of � the conduit with electrical tape placed at mirnmum 18-mch intervals Location Wire shali extend 12-feet mto boxes or vaults Splices shall be crimped using a non-insulated butt splice, soidered and covered with moisture-blocking heat shrink � L� 8-20 3(5)A2 ITS and Cabinet Outer and Inner Duct Condu�t ITS conduit and both ends of conduit runs entering cabinets, with the exception of the '/ inch grounding conduit, shall be sealed with self expanding water proof foam or mechanical plugs, unless otherwise required At other locations condwt shall be sealed with Duct Seal � Outer-duct conduit w�th non factory assembled mnerduct shali 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 containing one cable shall be plugged using an expandable split plug 1 Innerduct with multiple cables shali be sealed with self-expanding waterproof foam Duct plugs shall be instalfed in all unused mner-ducts (those that are specified as empty) at the time of conduit installation Duct plugs shall be mstalled m all used mner-ducts (as , specified in the Plans), at the time of conduit installation, unless cable pull�ng for those inner-ducts wdl commence within 48-hours Installation shall conform to the manufacturer's recommendat�ons , Foam sealant shall be mstalled with the following additional requirements 1 Penetration of the sealant into the conduit or duct shall be limited usmg a high � temperature backer rod material or rag 2 Penetration of the sealant mto the conduit shal! be limited to 1-inch 3 The foam sealant shall not pro�ect outside the end of the conduit or duct �1 r � � � � � � Where open trenching is allowed and conduit with innerduct is instailed, a maximum of 1000-feet of continuous open trench will be allowed unless otherwise approved by the Engineer 8 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 metai conduit (RMC) shall be installed at the followmg locat�ons Within radroad right of way 2 All pole risers, except when otherwise required by owning utdities 3 All surtace-mounted conduit, with the exception of electrical service utility poles 4 All runs withm siip form placed concrete Service lateral runs shail be Schedule 80 PVC except when otherwise required by owning utdities Conduit �nstalled usmg the plowing method, shall be schedule 80 high-density polyethylene (HDPE) AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 45 � Rev�sed 8/27/13 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) Condu�t runs, mcluding outer-duct, which do not enter the traveled way or shoulders, shall be Schedule 80 high-density polyethylene (HDPE), Schedule 40 PVC or rigid metal conduit (RMC) Liquid tight flexible metal conduit is allowed only at locations called for in the Plans Except as descnbed under Non-Metallic Conduit, unless otherwise �ndicated in 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 within the Traveled Way or Shoulders and innerduct which is not factory installed shall be schedule 40 high-density polyethylene (HDPE) The �nnerduct sha{I be contmuous with no splices Innerduct which is pulled into the outer duct m the field shall be mstalled with an extra 2 feet of conduit beyond each end of the outer-duct and shall be allowed to finish contracting for 21 calendar days before it is terminated Innerduct shall be termmated with end bells flush to '/< mch out of the outer-duct and the space befinreen the outer-duct and innerduct shall be sealed with rodent and moisture res�stant foam designed for this application and installed m accordance with the manufacturer's recommendations 8-20 3(5)B1 R�g�d Metal Conduit Slip �oints or runnmg threads will not be permitted for coupling metallic conduit, however, running threads wdl be permitted in traffic signal head spiders and rigid metal conduit (RMC) outer-duct When mstalling rigid metal conduit (RMC), if a standard couplmg cannot be used, an approved three-piece coupling shall be used Conduit bodies, fittings and coupimgs for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conformmg to Section 9-08 1(2)B The paint shall have a rninimum wet fdm thickness of 3-mds The pamted coating shall cover the entire coupling or fittmg The threads on a11 metal conduit sha11 be rust-free, clean, and painted with colloidal copper suspended m a petroleum vehicle before couplmgs 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) entermg cable vaults or pull boxes shali extend 2-inches beyond the inside wall face (for the instaliation of grounded end bushmg and bonding ) Rigid metal conduit (RMC) entering concrete shall be wrapped in 2-inch-w�de pipe wrap tape with a minimum 1-inch overlap for 12-mches on each side of the concrete face Pipe wrap tape shall be mstalled in accordance with the manufacturer's recommendations 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, usmg an approved condu�t bendmg tool employing correctly sized dies, without crimping or flatternng, using the longest radius practicable � L� � �� , � � r � LJ �� a � � r ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 46 Rewsed 8/27N3 � C� � � � �� i � � � � � � � Where the coating on such damaged areas 08 1(2)B galvarnzed conduit has been damaged in handling or installing, shall be thoroughly pamted with paint conformmg to Section 9- Metal conduit ends shall be threaded and protected with a snug fitting plastic cap that covers the threads untd wiring is started 8-20 3(5)B2 Non-Metallic Conduit Where non-metallic conduit is mstailed, care shall be used m excavatmg, instailing, and backfillmg, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage PVC conduit ends shall be terminated with end bell bushmgs 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 nommal diameter or less Standard sweep elbows shall be used for PVC conduit with greater than 2-mch nominal diameter unless otherwise specified in the Plans In nonmetallic conduit less than 2-inch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than %<-mch 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 '/Z-inch 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 into 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 mmimum pullout strength of 700-pounds Prior to mstallation of a mecharncal coupling, the HDPE conduit shall first be prepared with a clean, straight edge A water-based pullmg lubricant 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 3 / of the distance into the threaded couplmg depth For PVC installation through a directional bore, the PVC shall be in rigid sect�ons assembled to form a watertight bell and spigot-type mechanical �oint with a solid retammg 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 conduit of the same schedule The same requirements apply for extension of an existing PVC conduit Roadway crossing PVC conduit shall be assembled usmg the solvent cement specified in Section 9-29 1 Conduit ends shall be protected with a snug fitting plastic cap until wiring is started AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 47 � Revised 8/27J13 Conduit caps, end bells and the section of PVC befinreen the coupiing and end bell bushing m cabmet foundations shall be installed without glue 8 3(5)C Conduit Size The size of conduit used shali be as shown in the Pians Conduits smaller than 1-mch electrical trade size shall not be used unless otherwise spec�fied, except that grounding conductors at service pomts may be enclosed m'/2-inch-diameter conduit Conduit between light standards, PPB, PS, or Type 1 poles and the nearest �unction box shall be the diameter specified m 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 Contractmg 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 installed with four 1-mch innerduct unless otherwise mdicated in the plans 8 3(5)D Condu�t Placement Conduit sha11 be laid so that the top of the conduit is a mmimum depth of 24-inches below the bottom of curb in the sidewalk area 2 3 4 5 24-inches below the top of the roadway base 48-inches below the bottom of ties under railroad tracks unless otherwise specified by the radroad company 36-inches below finish grade when installed usmg conduit plowmg method 24-inches below the fmish grade m all other areas Conduit entering 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-�nches of the box wall nearest its entry location Conduit runs shown in the Plans are for Bidding 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 required, 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 sha11 not exceed 5-feet The mmimum distance between ad�acent ciamps and between the clamp and the end of the channel supports shall be 1-inch Channel supports shall be mstalled with stops, to prevent clamps from sliding out of the ends 8-20 3(5)D2 3tructures All conduits attached to or routed within bridges, retainmg walis, and other structures shall be equipped with approved expansion, deflection, and/or combmation expansion/deflection fittings at all expansion �oints and at all other �oints where structure movement is anticipated, mcluding locations where the Contractor, due to construction method, instalis expansion and/or construction �oints with movement All conduit fittmgs shail have movement capac�ty � � � C J � � � � � I� � �) � � � � � r �_� AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 48 Rev�sed 8/27/73 � �� J appropriate for the anticipated movement of #he Structure at the �oint Approved deflection � fittings shall also be installed at the �oint between the bridge end and the retaining wall end, and the trans�t�on from bridge, wall, or other structure to the underground section of conduit pipe � � � � � � � ' � ' � � � � � L.J 8 3(5)E Method of Condu�t Installation Conduit shall be placed under existmg pavement by approved directional boring, �acking, or drilling methods at locations approved by the Engineer The pavement shall not be disfurbed unless allowed in the Plans or with the approval of the Engineer in the event obstructions or impenetrable sods 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 shail conform to the following 2 3 � 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 Pavement shall be removed in an approved manner Trench depth shall provide a minimum cover for conduit of 24-inches below the top of the roadway base Trench width shall be 8-inches or the conduit diameter plus 2-mches, whichever is larger 5 Trenches located within paved Roadway areas shall be backfilled with Controlled density fiil (CDF) meeting the requirements of Section 2-09 3(1)E The controlled density �II shall be placed levei to, and at the bottom of, the existing pavement The pavement shall be replaced with pavmg matenal matches the existmg 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 plowmg 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 mirnmum The conduit reel shali be mounted on the vehicle such that condu�t movement is kept to a mirnmum 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 w�ll 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 The conduit shatl be installed usmg a continuous reel, with no �omts, 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 followmg remedies shall be attempted in order AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 49 � Revised 8/27N3 Contractor shall stop the plowing operation and attempt to remove the obstruction If the obstruction is �emoved, plowing operations shall contmue 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 exceeding 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 installed conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC reqwrements 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 condwt installed so far in that run shall be removed and a new plow path established to avoid the obstruction In the event of a breakage, all conduit installed m that run shall be removed The condu�t run shall be extended to the assoc�ated outlets, sub�ect to the same requirements indicated when HDPE is mstalled using the directional bonng method The depth of installation shall be contmually 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- mches 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 piacing the conduit shall be marked at a proper distance above the plow's conduit exit pomt to indicate when the mirnmum installation depth is not met The mark shall be visible from a safe distance from the plowing operation when it is exposed above ground Whde plowmg this mark must remain below ground level at afl times, with the exception of the entry and exit points at the end of the run, in order to ensure that minimum 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 plowmg operation shall resume sub�ect to the Engineers approval The compacted surface shall be firm, non-yieldmg, and result m a finished surface that matches the I�nes and grades of the terrain prior to plowmg 8-20 3(5)E3 Bor�ng Bore pits shali be backfilled and compacted in accordance with Section 2-09 3(1)E Directional boring, Jackmg or drilling pits shall be a minimum of 2-feet from the edge of any type of pavement, unless otherwise approved by the engmeer Excessive use of water that might undermine the pavement or soften the Subgrade will not be permitted �J � � , � L� � � � � -, _l � II u � � L _1 � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 50 Rewsed 8/27H 3 � � � � LJ � � , � � � � � � � 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 determmed by the Engineer, additional Work to place the conduit will be paid m accordance with Section 1-04 4 8-20 3(5)E4 Direct�onal 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 installed us�ng a surface-launched, steerable drilling tool Drdling shall be accomplished usmg a high-pressure fluid �et toot-head The drdlmg fluid shall be used to mamtain the stabdity of the tunnel, reduce drag on the conduit, and provide backfiil between 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 pilot hole Once the pilot hole is established, a reamer and swivei shall be used to �nstall the conduit Reammg diameter shall not exceed 1 5 times the diameter of the conduits bemg installed Conduit that is being pulled into the boring shall be mstalled in such a manner that the conduit is not damaged during mstallation The pullback force on the conduit shall be controlled to prevent damage to the conduit A vacuum spoils extraction system shall be used to remove any excess spoils generated during the installation Excess drilling fluid and spoils 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 approvai Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be mirnmized Any drilling fluid that surFaces through fracturing shall be cleaned up immediately Mobde spoils-removal equipment capable of quickly removing spods from entry or exit pits and areas with returns caused by fracturmg shall be used as necessary dunng dnlling operations 8-20 3(5)E5 Boring woth Casing Where boring with casing is called for, the casing shall be placed using an auger inside the casing to remove the sod as the casing is �acked forward The auger head shali proceed no more than 4-mches ahead of the pipe being �acked Boring operations shall be conducted to prevent caving ahead of the pipe Installed casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious contaminants The space between the conduit and casing shall be plugged with sandbags and a grout seal 12-mches 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 washmg or sluicmg All �omts shall be welded by a Washington State certified welder Weiding shall conform to AWS D 1 1-80 Structural Welding Code, Section 3, Workmanship � ��I � � 8 3(8) W�rang The fifteenth through seventeenth paragraphs are revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 51 � Revised 8/27/13 When conductors, e�ther 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 mecharncal assistance If conductors are pulled by any mecharncal means, a dynamometer with drop-needle hand shall be used on every mechanically assisted pull On mechanicalty assisted pulls, msulation shall be stripped off the individuai conductor and the conductor formed into a pulling eye and firmly attached to the puliing rope/tape, or a cabie grip shall be used The Contractor shall deterrnme the maximum allowable pulling tension, taking into account the direction of the pull, type of raceway, cable geometry, weight of the cable, the coe�cient of friction, and side wall pressure, usmg the information from the cable manufacturer If there are bends m the raceway or sheaves are used for the cable puii, the Contractor shall use the cable manufacture's side wall pressure limits to determine the maximum pullmg tension The maximum pulling force appiied dtrectly to the conductor when puiling eyes are used or when the conductor is formed mto a loop, shall be limited to that shown m the following table for copper conductor When a cable grip is applied over nonmetaliic sheathed cables, the maximum puiling 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 250Kcmd 2,000 500Kcmil 4,000 Adequate lubrication of the proper type to reduce friction m conduit and duct pulls shall be utilized The grease and o�l-type lubricants used on lead sheathed cables shail not be used on nonmetall�c sheathed cables 8 3(9) Bonding, Grounding The first sentence m the second paragraph is replaced with the following finro sentences All conduit installed shall have an equipment ground conductor installed m addition to the conductors noted m the Contract Conduit with innerducts shall have an equipment ground conductor mstalled in each innerduct that has an electrical conductor � � � r � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 52 Revised 8l27/13 � � � , Section 8-21, Perrnanent Segning January 7, 2013 8-21 2 Materials The third sentence is revised to read Materials for sign mounting shall conform to Section 9-28 11 ' � � � C� � � � 8 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 followmg All fabrication, inciuding repairs, ad�ustments or modifications of previously fabr�cated sign structure members and connection elements, shail be performed �n the shop, under an Eng�neer approved shop draw�ng prepared and submitted by the Contractor for the original fabrication or the specific repair, ad�ustment or modificat�on Sign structure fabrication repair, ad�ustment or modification of any kind in the field is not permitted if fabrication repair, ad�ustment or modification occurs after a sign structure member or connection element has been galvarnzed, the entire member or element shall be re-galvanized in accordance with AASHTO M 111 8 3(9)B Vacant This section including title is revised to read 8-21 3(9)B Erect�on 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 condit�ons are satisfied � 1 The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the mcomplete foundation to the Engineer for approval in accordance with Section 6- � 01 9 The submittal shall �nclude the method of releasing and removmg the temporary supports and falsework without mducing loads and stress into the sign bridge ' ' � ' ' 2 The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation 3 The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remainmg portion of the mcomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer 8 3(9)F Foundations The following new paragraph is inserted after the second paragraph AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 53 � Revised 8/27H3 Concrete placed into an excavation where water is present shall be placed using an approved tremie If water is not present, the concrete shall be placed such that the free-fali is vertica{ down the center of the shaft without hittmg the sides, the steel remforcing bars, or the steel reinforcing bar cage bracing The Section 6-02 3(6) restrict�on for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft The rnnth paragraph (after implementmg the preceding Amendment) is replaced with the followmg 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 shal( confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown m the Plans, and shall identify any deviations from the design geometry shown in the Plans When deviations are identified, the Contractor shall notify the Engmeer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, mcludmg removai 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, in accordance with Section 8-21 3(9)A If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has aiready been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1-07 13, provided the following conditions are satisfied 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 aRay and pnmary shaft vertical steel re�nforcing bars will not be damaged 2 All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2-02 3 and 2-03 3(7)C, and shall be replaced with new steel reinforcmg 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 primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6-02 3(24)C to provide clearance for the anchor boit array 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 in the Plans, or have been modified on 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 twelfth paragraph (after implemented the preceding Amendments) is revised to read AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 54 Rev�sed 8/27/13 ' � ' 4 Concrete shail be Class 4000P, except as otherwise specified The concrete for the shaft cap (the portion contairnng the anchor bolt array assembl�es above the construction �oint at the top of the shaft) shall be Ciass 4000 � � � � �L J � � LJ � Item number 3 m the thirteenth paragraph (aftar �mplemented the precedmg Amendments) is revised to read 3 Unless otherwise shown in the Plans, concrete shall be Class 4000P 8 5 Payment This section is supplemented with the following All costs m connection with surveying completed concrete foundations for sign bridges and cantdever sign structures shall be mcluded in the lump sum contract price for "Structure Surveying", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump surn contract price(s) for "Sign Bridge No " and "Cantdever Sign Structure No " Section 8-22, Pavement Marking January 7, 2013 8-22 3(3)D Line Applications The last paragraph is supplemented with the following Grooved Ime pavement marking shall not be constructed on bridge decks or on bridge approach slabs 8 3(6) Removal of Pavement Markings The foliowing two new sentences are inserted after the first sentence Grinding to remove pamted markmgs is not allowed Grinding to remove plastic markmg is ' allowed to a depth �ust above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings � � ' �_� � � 8 4 Measurement The items "Pamted Wide Line" and "Plastic Wide Line" are deleted from the fourth paragraph The sixth paragraph is rev�sed to read Diagonal lines used to delineate parking stalis that are constructed of painted or plastic 4-inch lines wdl be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed Crosswalk line will be measured by the square foot of markmg installed The following two new paragraphs are inserted after the sixth paragraph Crosshatch marlungs used to delineate median and gore areas wdl be measured by the completed Imear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 55 � Revised 8/27N3 The measurement for "Pamted Crosshatch Marking" and for "Plastic Crosshatch Marking" wdl be based on the total length of each 8-inch or 12-inch wide line installed 8 5 Payment The bid items "Painted Wide Line", per linear foot and "Plastic Wide Line", per linear foot are deleted from this section This section �s supplemented with the followmg two new bid items "Painted Crosshatch Marking", per linear foot "Plastic Crosshatch Marking", per linear foot The following new paragraph is inserted after the last bid item in this section The unit Contract price for the aforementioned Bid items shalf be full payment for all costs to perform the Work as described in Section 8-22 Section 8-25, Glare Screen Apr�t 9, 2012 In this section, "tension cable" and "cable" are deleted 8 3(3) Posts The �rst sentence m the �rst 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 shall have tops designed to carry the top tension wire 8 3(5) Tensson Cables This sections content includmg title is deleted 8 3(6) Fittings, Attachments, and Hardware This sections content including title is deleted Section 8-29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the follow�ng 8-29 Wire Mesh Slope Protect�on 8-291 Description This Work consists of furn�shmg and �nstalling the anchors and the wire mesh slope protection in accordance with these Spec�fications and the details shown in the Plans and m conformity with the lines and dimensions shown m the Plans or established by the Engineer r� L � � � � � � �� , � C J , � � � AMENDMEPITS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 56 Revlsed 8/27J13 , �� L_.1 � 8-29 2 Materials Materials shall meet the requirements of Section 9 4 � 8-29 3 Construction Requirements 8-29 3(1) Subm�ttats The Contractor shall submit a wire mesh slope protection plan to the Pro�ect Engineer a ' minimum of seven calendar days prior to beginnmg the work The wire mesh slope protection plan shall include the following �� II �1 � � � LJ , 2 3 Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capaaty of the constructed anchors including 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 Working drawings for the temporary yoke or load frame to be used for anchor proof testing in accordance with Section 6-01 9 Plans and detads for assembiing wire mesh and erecting the assembled mesh on the slope All costs for the Work required for Submittals shall be incfuded in the unit Bid price detaded in Section 8-29 5 8-29 3(2) Anchors The Contractor shall mstall anchors of the type shown in the Plans and in conformance� with the layout shown in the Wire Mesh Protection Plan as described �n Section 8-29 3(1) The spacmg and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon rev�ew of the wire mesh slope protection plan, the Engineer may arrange the spacing to better hold the wire mesh against the slope Backfill material shall be thoroughly compacted with a mechanical compactor The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the � minimum 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 shali be replaced and retested if more than three anchors fad, the Contractor shall proof test all anchors � ' � ' r-1 I 8-29 3(3) Wire Rope All wire rope loops shall include a thimble No wire rope splicing will be alfowed 8-29 3(4) Wire Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown in the Plans High tensde steel fasteners on the vertical seams shall be staggered across width of the seam Horizontal spiices �oirnng 2 rolls of inesh shall be made by overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires through every mesh opernng or using 4 rows of high tensde steel fasteners placed on approximately 3-inch spacing Ail top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibility of fallmg material hanging up in the folds The bottom of the mesh shall be AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 57 ' Revised 8/27/13 located as shown in the Plans The ends of all lacing wires shall be secured to the mesh with a m�nimum of 1'h-turns The wire mesh shali not be tensioned in any direction, but is to remain loose so as to mcrease its dampening effect on rolling rocks The Contractor shall use care in the handiing 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 8 4 Measurement Measurement of anchors wdl be per each for the completed anchor Anchor types wdl not be differentiated Wire mesh slope protection will be measured by the square foot of wire mesh erected on the slope There will be no deduction made for overlappmg the wire mesh material as required for splices or for coverage due to variations m the slope or ground conditions 8 5 Payment Payment will 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 unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described in Sections 8-29 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 fuli payment for all costs for the Work described in Section 8-29 3(3) and 8-29 3(4) Section 9-02, Betumanous Materaals August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt" 9 1 Asphalt Mater�al, General In this section, "Cationic Emulsified Asphalt° is revised to read "Emuisified Asphalt" The first paragraph is revised to read Asphalt furnished under these Specifications shall not have been distdled at a temperature high enough to produce flecks of carbonaceous matter, and upon arrival at the Work, shail show no signs of separation into lighter and heavier components � I� � ' � �_ ' ' � � � ' , � � LJ � ' C' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 58 Revised 8/27/13 ' ' ' � ' � ' � ' � � � U � LJ ' � � ' � ' ' 9-02 1(6) Cat�onic Emulsi�ed Asphalt The "Cationic Emulsified Asphalt Table" is revised to read Cationic Emulsified Asphalt Table Rapid Set�ng Medium 3ettrng Slow Settlng TYpe CRS-1 CFtS-Z CMS-2S CMS-2 CMS-2h CSS-1 CSS-1h AASHTO Test Grade Method Min Mau Min Max Min Max Min Max Min �Aax Min Max Min 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 Pos Pos Pos Pos Pos charge test Sieve Test, % 59 10 0 10 10 0 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 % Residue, % T 59 60 65 60 65 65 57 57 Tests on residue from distdlation tests Penetration, T 49 100 250 100 250 100 250 100 250 40 90 100 250 40 90 77°F (25°C) Ductitity, 77°F (25°C) T 51 40 40 4Q 40 40 40 40 5 cm/mm , cm AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 59 ' Rev�sed S/27/13 Catiornc Emulsified Asphalt Table Rap�d Settmg AAedium Settmg Slow Se�dng Type CRS-1 CRS-2 CMS-2S CMS-2 CAAS-2h CSS-1 CSS-1 h AASHTO Test Grade Msthod Min Max �flin Max. M�n Max Min Max. Min Max Mm Max Mir� AAax Solubihty in trichloroethyle T 44 97 5 97 5 97 5 97 5 97 5 97 5 97 5 ne, % The demuls�bdity test shall be made withm 30 days from date of shipment If the particle charge test for CSS-1 and CSS-1 h is inconclusive, matenal having a max�mum pH value of 6 7 wdl be acceptable 9-02 1(6)A Polymerized Cation�c Emuls�fied Asphalt CRS-2P The first paragraph (except for the table) is rev�sed to read CRS-2P shali be a polymerized cationic emulsified asphalt The polymer shall be mdled into the asphalt or emulsion durmg the manufactur�ng of the emulsified asphalt CRS-2P shall meet the foflowmg requirements Footnote 1 below the table is revised to read � ' , ' � � , � 1 D�stdlation modified to use 300 grams of emulsified asphalt heated to 350°F ± g°F and � maintained for 20 minutes 9 1(8) Flexible Bitum�nous Pavement Marker Adhesive The fifth row in the table is revised to read Ductility, 39 2°F, 1 cmlminute, cm AASHTO T 51 5 Min 9 4 Anti Additive This section is revised to read Anti-stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL) Section 9-03, Aggregates August 5, 2013 9-03 1(1) General Requirements The eighth paragraph is deleted 9 6 Aggregate for Asphait Treated Base (ATB) This section inciuding title is deleted in its entirety and replaced with the following Vacant � , , LJ '� J , � ' C l AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 60 , Revised 8/27/13 � � � 9-03 8{4) Blending Sand This sections includmg t�tle is revised to read Vacant , LJ � � � ' � � 9 Backfill for Sand Drains This section is suppiemented 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 13(1) Sand Drainage Blanket The last paragraph is revised to read That portion of backfili retamed on a No 4 sieve shall not contain more than 0 05 percent by weight of wood waste 9 Gravel Borrow Note' is deleted, including the reference in the table 9 Select Borrow Note' is deleted Note 2 is re-numbered Note', �ncludmg the reference in the table 9 14(4) Gravel Borrow for Geosynthetic Retain�ng Wail This sect�on including title is revised to read Gravel Borrow for Structural Earth Wall , All backfill material within the remforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shali 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 backfiil materiai shall meet the following requirements for grading and quality ' � ' � 1 , Geosynthetic Metall�c Remforcement Reinforcement S�eve S�ze Percent Passm Percent Passm 4 99-100 2 75-100 1 '/< " 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 urvalent 50 mm 50 min AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 61 , Revised 8/2T/13 All percentages are by weight Property Test Method Geosynthetic Metatl�c Remforcement Re�nforcement Re uirements Re mrements Los Angeles Wear AASHTO T 96 35 percent max 35 percent max 500 rev Degradat�on Factor WSDOT Test Method T 15 mm 15 mm 113 Resistiv�ty WSDOT Test Method T 3,000 ohm-cm, 417 mm pH WSDOT Test Method 4 5-9 5-10 113 Chlorides 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 backf�ll material satisfymg these grading and property requirements shall be classified as nonaggressive 9 General Requirements The first sentence in the first paragraph is revised to read Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used as, or blended uniformly with naturally occurnng materials for aggregates 9 21(1 �C Vacant This section including title is revised to read 9-03 21(1 }C Recycled Glass (Glass Cuilet) Glass Cullet shall meet the requirements of AASHTO M 318 w�th the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9-03 21(1)E for recycled glass Prior to use the Contractor shall provide certification to the Pro�ect Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M-318 9 21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the table, the row contairnng the item "Aggregate forAsphalt 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" beginning with the item "BallasY' and continuing down untd the last item in the table � � ' � � AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 62 Revised 8/27/13 , r � , � ' Section 9-04, Jotnt And Crack Sealing Mater�als January 7, 2013 9-04 2 Josnt Sealants This section is supplemented with the followmg new sub-sections 9-04 2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod When required, compatibdity characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087 9-04 2(3)A Closed Cell Foam Backer Rod � Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C ' � , ' ' � 9 Crack Sealing — Rubberized Asphalt This section is deleted 9 Butyl Rubber and Nitrile Rubber This sections number is revised to read 9-0410 Section 9-05, Drainage Structures, Culverts, and Condu6ts January 7, 2013 9-05 0 Acceptance by Manufacturer's Certification This section including title is revised to read 9-05 0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request forApproval of Materials (RAM) in accordance with Section 1-�6 Certain drainage materials may be accepted by the Engineer based on a modified acceptance ' criteria when materials are selected from the Qualified Products List (QPL) The modified acceptance criteria are defined in the QPL for each material 1 9-05 1(6) Corrugated Polyethylene Draen Pipe, Couplings, and Fittings (Up to 10 Inch) This section is supplemented with the following CI , �'�.J ' Corrugated polyethylene dram 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 63 ' Revised 8/27H 3 9-05 1(7) Corrugated Polyethylene Drain P�pe, Coupl�ngs, and Fittongs (12 Inch Through 60 Inch) This section is supplemented with the following Corrugated polyethylene drain pipe manufacturers shall participate in the Nationai 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 2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) This section is supplemented with the foliowing 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 NTPEP compliant � � ' ' �J i 9-05 2(8) Perforated Corrugated Polyethylene Underdra�n Pipe (12-Inch Through 60 Inch Diameter Maximum), Couplings, and Fitttngs , This section is supplemented with the following PerForated corrugated polyethylene underdrain pipe manufacturers National Transportation Product Evaluation Program (NTPEP) wor Density Polyethylene) Thermoplastic Pipe and be listed on the displaying they are NTPEP compliant shall participate m the � k plan for HDPE (High NTPEP audit website 9 19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fettings The word "producer" is revised to read "manufacturer" 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 shail be factory installed on the coupling or on the pipe by the qualified manufacturer This section is supplemented with the followmg Corrugated polyethylene culvert pipe manufacturers shall partiapate 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 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, coupiings, and fittings shall meet the �equirements 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 ' � u , � ' ' '� J ' ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 64 Rewsed 8/27/13 ' r � This section is supplemented with the following pipe manufacturers shall partiapate m 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) Thermopiastic Pipe are NTPEP compliant , ' I� 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 mstalled on the pipe in accordance with the producer's recommendations ' Qualification for each producer of polypropylene storm sewer pipe requires �oint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration ' � ' LJ � � ' �1 � ' ' ' A Manufacturer's Certif�cate of Compliance shall be required and shall accompany the materials delivered to the pro�e�t The certificate shall clearly identify production lots for all materials represented The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate This section is supplemented with the foltowmg 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 For dual wall pipe sizes up to 30 inches ASTM F2736 2 3 4 For tnple wall pipe 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 sanitary sewer pipe shall conform to the followmg requirements For pipe sizes up to 30 mches ASTM F2736 2 3 For pipe sizes from 30 to 60 inches ASTM F2764 Fittings shall be factory welded, in�ection molded or PVC AMENDMENTS TO THE 2012 STANDARD SPECiFICATiONS BOOK Page 65 1 Revised 8/27/13 Sect�on 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 uASTM 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 5(4) Anchor Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563" Section 9-07, Reinforcing Stee! August 6, 2012 9-07 7 Wire Mesh 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 Re�nforcement orAASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete Section 9-10, Pileng Apr�l 2, 2012 9-10 4 Steel Pile T�ps and Shoes In the first paragraph "ASTM A 148 Grade 60 is revised to read "ASTM A 148 Grade 90 Section 9-13, Riprap, Quarry Spalls, Slope Pro$eetion, & Rock for Eroseon 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, Eros�on Control and Roadside Planting August 5, 2013 9-14 3 Fert'lizer The second sentence in the first paragraph is revised to read It may be separate or in a mixture containmg the percentage of total nitrogen, avadable phosphoric acid, and water-soluble potash or sulfur in the amounts specified 9 4(2) Hydraulically Applied Erosaon Control Products (HECPs ) The first sentence in the third paragraph is revised to read Ali HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9-14 4(7) � � � I�� L u LJ ' I� � ' � ' � � � ' � ' �I L � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 66 Rev(sed 8/27/13 1 ' , � , ' , � � ' � u ' � The third and fourth rows in Table 1 is revised to read Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsemc — < 6 mg/kg Bar�um — < 80 mg/kg Boron — < 160 mg/kg Cadtmum — < 2 mg/kg Total Chrom�um — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 40 mg/kg Zinc — < 30 m Water Hold�ng ASTM D 7367 800 percent mmimum Ca acity 9-14 4(2)A Long Term Mulch In the first paragraph, the phrase "withm 2 hours of application" is deleted 9 4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted This section is supplemented with the following new paragraph The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance 9 4(8} Cornpost The second paragraph is revised to read Cornpost production and quality shall comply with WAC 173-350 and for biosolids composts, WAC 173-308 The third paragraph is to read Compost products shall meet the following physical criteria 1 Compost material shall be tested m accordance with U S Compostmg Councd ' Testing Methods for the Examinat�on of Compost and Composting (TMECC) 02 02-B, "Sample Sieving forAggregate Size Classification" ' Fine compost shall meet the following gradation ' � � S�eve S�ze Percent Pass�n Mmimum Max�mum 1" 100 / 90 100 '/<" 75 100 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 67 , Revised 8/27/13 Note Maximum particle length of 4 inches Medium compost shall meet the following gradation Sieve Size Percent Passm Mm�mum Max�mum 1" 100 / 85 100 '/a" 70 85 Note Maximum particle length of 4 inches Medium compost shall have a carbon to rntrogen ration (C N) between 18 1 and 35 1 The carbon to nitrogen ration shall be calculated usmg dry weight of "Organic Carbon" using TMECC 04 01A divided by the dry weight of "Total N" using TMECC 04 02D Coarse compost shall meet the foilowing gradation S�eve S�ze Percent Passm Mm�mum Maximum 2" 100 1" 90 100 '/a" 70 100 '/o" 40 60 Note Maximum part�cle length of 6 inches Coarse compost shall have a carbon to rntrogen ratio (C N) between 25 1 and 35 1 The carbon to nitrogen ratio shall be calculated usmg the dry weight of "Organic Carbon" using TMECC 04 01A divided by the dry weight of "Total N" usmg TMECC 04 02D 2 The pH shall be between 6 0 and 8 5 when tested m accordance with U S Compostmg Council TMECC 04 11-A, "1 5 Slurry pH" 3 Physical contammants, 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 Council TMECC 03 08-A "Classification of Inerts by Sieve Size" 4 Mirnmum organic matter shall be 40 percent by dry weight basis as determined by U S Compostmg Council TMECC 05 07A "Loss-On-Ignition Organic Matter Method (LOI)" � � 7 Soluble salt contents shall be less than 4 0 mmhos/cm when tested in accordance with U S Cornpostmg Councd TMECC 04 10 "Electrical Conduct�vity" Maturity shal! be greater than 80 percent in accordance with U S Composting Council TMECC 05 05-A, "Germination and Root Elongation" Stabdity shall be 7-mg CO2—C/g OM/day or below in accordance with U S Composting Council TMECC 05 08-B "Carbon Diox�de Evolution Rate" 8 The compost product shall originate 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 shali provide a I�st of feedstock sources by percentage in the final compost product 9 The Engineer may also evaluate compost for maturity usmg U S Composting Council TMECC 05 08-E "Solvita� Maturity Index° Fine compost shall score a number 6 or above on the Solvita� Compost Maturity Test Medium and Coarse compost shall score a 5 or above on the Soivita� Compost Matunty Test � �J � I ��J LJ ' 1 �� C'' LJ � , LJ , � � ' ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 68 Revised 8/27/13 � ' ' , ' 9 4(8)A Compost Approval This section's title is revised to read 9-14 4(8)A Compost Subm�ttal Requ�rements The first sentence in this section up until the colon is revised to read The Contractor shall submit the following information to the Engineer for approval Item No 2 m the first paragraph is revised to read ' 2 A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350 (Mirnmum Functional Standards for Solid Waste Handlmg) or for biosolid composts a copy of the Coverage ' Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management) , � , � LJ 9 5 Eros�on 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 minimum of 5 feet in height, high visibdity orange, UV stabdized and shall meet the geotextile requirements �n Section 9-33 Table 6 Support posts shall be in accordance with the Standard Plans The posts shail have sufficient strength and durabdity to support the fence through the life of the pro�ect 9 5(1) Polyacrylamide (PAM) The fourth sentence is replaced with the following finro new sentences The mmimum average molecular weight shall be greater than 5-mg/mole The charge density shali be no less than 15 percent and no greater than 30 percent 9 5(2) Erosion Control Blanket This section mcludmg title is deleted m its entirety and replaced with the following � 9-14 5(2) Biodegradable Erosion Control Blanket B�odegradable erosion control blankets shal{ be made of natural plant fibers, and all nettmg mater�al, if present, shall biodegrade within a life span not to exceed 2 years ' ' , � ' � The Contractor shall provide independent test results from the Nationai Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9-14 5(2)B, 9-14 5(2)C and 9-14 5(2)D 9-14 5(2)A Approval and Acceptance of Biodegradable Erosion Control Blankets The erosion control bianket may be selected from the Qualified Products List, or subm�tted using a Request for Approval of Materials (RAM) m 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 critena are defined in the QPL for each material AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 69 , Revised 8/27/13 9-14 5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3 1 (H V) Table 6 Requirements for Slopes Propert�es ASTM Test Method Steeper than 3 1 Protecting 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 Triangle Mass Per Unit Area ASTM D 6475 7 6 oz /sq yd minimum L�ght Penetration ASTM D 6567 44 % max�mum Tensile Strength MD x XD* ASTM D 6818 10 0 x 6 0 pounds/inch minimum Tens�le Elongation MD x XD* ASTM D 6818 38°/a x 33% maximum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services 9-14 5(2)C Biodegradable Erosion Contro! Blanket for Slopes Flatter than 3'0(H V) Table 7 Slope Flatter than 3 1 Propertses ASTM Test Method Requirements Protectmg Slopes from ASTM D 6459 C factor = 0 15 maximum for Ramfall-Induced Erosion cumulative R-Factor<231 Soil 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 minimum Light Penetration ASTM D 6567 40% maximum Tensde Strength MD x XD* ASTM D 6818 6 5 x 2 3 pounds/inch minimum 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 ' � � ' � ' � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 70 Revised 8/27/73 ' ' 9-14 5(2)D Biodegradable Erosion Control Blanket for D�tches � ' � � � , � � C , � ' � � 1 � LJ Table 8 Properties Test Method Requirements Performance in Protecting ASTM D 6460 Limiting Shear (T�, = 2 0 psf Ea�then Channels from Sod tested shall be sandy minimum Stormwater-Induced Erosion loam as defined by the NRCS*" Limiting Velocity (V�, = 7 5 ft/sec Sod Texture Triangle flow minimum Mass per Unit 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 minimum Tensde Elongation MD x XD* ASTM D 6818 38% x 33% maximum *MD is Machine Design and XD is Cross Direct�on **Natural Resource Conservation Services 9 5(3) Clear Plastic Covering This section including title is revised to read Plast�c Covering Plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting 9 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 wildiife when mstalled This section is supplemented with the following new sub-sections 9-14 5(4)A B'odegradable Check Dams Biodegradable check dams shall meet the following requ�rements Biodegradable Check Dams Materials Wattle Check Dam 9-14 5(5) Compost Sock Check Dam 9-14 5(6) Coir Log Check Dam 9-14 5(7) AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 71 , Revised 8/27h 3 The Contractor may substitute a different biodegradable check dam as long as it complies with � the following and is approved by the Engineer 1 Made of natural plant fiber � 2 Netting if present shall be biodegradable 3 Straw bales shall not be used as check dams 9-14 5(4)B Non-b�odegradable Check Dams Non-biodegradable check dams shall meet the followmg requirements 1 Geotextile matenals shall conform to section 9-33 for silt fence � � � 2 Other such devices that fulfill the requirements of section 9-14 5(4) and shall be approved by the Engineer prior to installation ' 9 5(5j 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 pine species Wood stakes shall be 2 by 2-mch nominal dimension and a mmimum 24 inches in length 9-14 5(6) Compost Socks In this section, "Coarse ComposY' 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 minimum 24 inches in length 9 5(8) High Visibility Fenc�ng The first paragraph is revised to read High visibdity fence shall be UV stabilized, orange, high-density polyethyiene or polypropylene mesh 9 Description In item No C in the fourth paragraph, "22-inch" is rev�sed to read "2-mch" � � � e ' C �' , � '� 1 � � ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 72 Rev�sed 8/27H3 ' ' ' � , 1 , ' � ' � 1 � ' � � Section 9-15, IrrigatAOn System April 1, 2013 9-15.1(2) Polyv�nyl Chloride Pipe and Fittings In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785" Section 9-16, Fence and Guardra�l August 5, 2013 9-16.1(1)A Post Material for Chain Lonk Fence The first paragraph is revised to read Except as noted otherwise, post material shail conform to the requirements of AASHTO M 181, Type 1(zinc-coated steel), Grade 1 or 2, and shall mclude all round and roll-formed material (line posts, brace posts, end posts, corner posts, and pull posts) The last sentence in the fourth paragraph is deleted 9 1(1 jC Tension Were and Tension Cable This section including title is revised to read 9-16 1(1)C Tens�on Wire Tension wire shall meet the requirements of AASHTO M 181 Tension wire galvarnzing shall be Class 1 9 1(1)D F�ttings and Hardware The second sentence in the first paragraph is deleted The last paragraph is deleted 9-16 1(2) Approval This section is deleted 9 2(2) Approval This section is deleted 9 3(2) Posts and Biocks The first sentence in the first paragraph is revised to read Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), or ammornacal 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 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 73 ' Revised 8127/73 1 9-16 4(2) Wire Mesh This section is revised to read The galvanized wire mesh shall be a Style 1 double-twisted hexagonal mesh conformmg to ASTM A 975 with 8 by 10 opening, except when a colorized, polyvinyl chioride coating is required then the Style shall be a Style 3 The longitudinal edges of the wire mesh fabnc shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975 9 4(3) Wire Rope This section is revised to read Wire rope shall be �/<- inch-diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023 Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mdl certificate, and a test report showing the wire rope meets the mirnmum breaking force requirements of ASTM A 1023 9 4(4) Hardware Th�s section is revised to read Weldless steel rings shall be drop-forged steel and heat treated after forging, have a single pull, working load limit of at least 10,000 Ibs, and meet performance requirements of Federal Spec��cation RR-C-271 D Type VI Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet perFormance requirements of Federal Specification FF-T 276b Type II Wire rope clips shall have drop-forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF-C-450 Type I Class 1 9 4(5) Hog Rings and Tse Wire This section includmg title is revised to read 9-16 4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensde steel Lacing wire shall consist of 9 gauge, zmc-coated steel wire conforming to ASTM A 641 9 4(6) Grout This section including title is deleted 9 4(7) Anchor This section inciuding title and section number is revised to read 9-16 4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conformmg 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 galvarnzed after fabrication m accordance with ASTM A 767 Class I ' �L 1 1 ' ' ' � ' �=J ' � 1 ' �� ' I ,; � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 74 ' Revised 8/27/13 , � Hollow-core anchor bars shall have continuous threads/deformations and be fabricated from ' steel tubing conforming to ASTM A 519 Couplers and nuts shall provide 100% of the guaranteed mmimum tensde strength of the hollow core anchor bars � � � � � ' l9 � ' � Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after fabrication in accordance with AASHTO M 111 Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9-0711 Nuts shall be galvanized after fabrication in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for ail other hardware Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Sectian 9-20 3(2) Concrete for soil anchor deadmen shall be either commercial concrete conformmg to Section 6-02 3(2)B or Class 3000 conformmg to Section 6-02 Steel remforcing 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 6(3) Posts This sect�on is revised to read Lme posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvarnzed steel pipe with a nominal we�ght 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'/z inch inside diameter galvanized steel pipe with a nominal weight of 5 79 pounds per Imear foot Infermediate puil posts (braced line posts) shall be as specified for line posts The base material far 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 Posts provided for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent This tolerance will apply to each individual post All posts shall be galvanized in accordance with AASHTO M 181 Section 32 The minimum � average zinc coating is per square foot of surface area This area is defined as the totai area ms�de and outside A sample for computmg the average of mass of coatmg is def�ned as a 12- inch piece cut from each end of the galvanized member � 1 ' 9-16.6(5) Cable This section includmg title is revised to read 9-16 6(5) Vacant 9 6(6) Cable and Tension W�re Attachments This section including title is revised to read 9-16 6(6) Tension W�re Attachments � All tension wire attachments shall be galvarnzed steel conforming to the requirements of AASHTO M 232 unless otherwise specified Eye bolts shall have either a shoulder or a back- ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 75 � Revised 8/27/13 up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer 3 /8-mch diameter for tension wire and of sufficient length to fasten to the type of posts used Turnbuckles shail be of the shackle end type, '/ inch diameter, with standard take- up of 6 mches and provided with s/ inch diameter pins 9 6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read Fabric bands shall be %8 inch by 1 inch nominal Stretcher bars shail be % inch by 3 /4 inch nommal or 5 / 16 mch diameter round bar nominal A 5 / 16 inch diameter round stretcher bar shall be used with Type 1 Nominal shall be construed to be the area of the cross section of the shape obtamed by multiplying the specified width by thickness A variation of minus 5-percent from this theoretical area shall be construed as "nommal" size All shall be galvanized to meet the requirements of ASTM F 626 9 7 Vacant This section including title is deleted in its entirety 9 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 9 Block Traffec Curb This section mcludmg 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 shali be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar 9 3(4) Grout Type 4 for Multipurpose Applicat�ons In the third sentence of the first paragraph, the reference "0 40" is revised to read "0 45" Sectoon 9-23, Concrete Curing Materials and Admixtures August 5, 2013 9-23 2 Liquid Membrane-Forming Concrete Cureng Compounds In the first paragraph, "moisture loss" is revised to read "water retention" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 76 � Rewsed 8/27/13 ' 9-23.6(9) Type S Specefic Performance Admixtures � The first sentence is revised to read the following two new sentences Type S Specific Performance admixtures are limited to ASR-mitigating, viscosity modifying, � shrmkage reducmg, rheology-controlling, and workability-retaming admixtures They shall conform to the requirements of ASTM C 494 Type S � ' � � Section 9-26, Epoxy Resms August 5, 2013 9-26 3(1)A Traffic Bearing Applications The first sentence m the first paragraph is revised to read Epoxy grout/mortarlconcrete 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, S�gnmg Materials and Fabrication April 1, 2013 9-28 14(2) Steel Structures and Posts ' "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read "ASTM F 436" � �, � � � ' ' ' ' ' l Section 9-29, Illumination, Signal, Electricai August 5, 2013 9-29 1(4) Non-Metalloc Conduit This section is supplemented with the followmg new sub-section 9-291(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9-29 1(2)A 9 2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the followmg The Contractor shall perform quality control inspection The Contracting Agency intends to perform Qual�ty Assurance Inspection By its mspection, the Contracting Agency mtends only to verify the quatity 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 Eng�neer 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 pract�ces, the Inspector will advise the plant manager If the corrective action is not acceptable to the Engineer, the urnt(s) wdl be re�ected 9 2(1) Standard Duty and Heavy Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs The Contractor shall provide shop drawmgs for all components, hardware, lid, frame, reinforcement, and box dimensions The shop drawings shall be prepared by (or under the AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 77 ' Rewsed 8/27H3 supervision ofl a Professional Engmeer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall mclude the following 2 3 Professionai Engineer's origmal signature, date of signature, original seal, registration number, and date of expiration The inrtials 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, original seal, registration number, and date of expiration For each type of �unction box, or whenever there is a change to the Junction box design, a proof test, as defined in th�s Specification, shall be performed and new shop drawings submitted 9 2(1)A Standard Duty Junct�on 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-siip lids and frames shall be hot dip galvarnzed m accordance with AASHTO M 111 The sub-paragraph's titled "Concrete Junction Boxes" are revised to read Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or pamted with a shop applied, inorganic zinc primer in accordance with Section 6-07 3, or hot-dip galvarnzed in accordance with AASHTO M 111 Concrete used in Standard Duty Junction Boxes shall have a mmimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement The frame shall be anchored to the box by welding headed studs 3 / by 3 inches long, as specified �n 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 centeriine of the frame and box wall The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box Materiafs for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the followmg Materials Requirement Concrete Section 6-02 Remforcmg Steel Section 9-07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 78 Revlsed 8/27/13 � ' � � � r � � ' � � � � � � � � ' �� Materials Requirement Frame ASTM A 786 diamond plate steel orASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, orASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel orASTM 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 drawm Locking and Latching �n accordance with approved shop Mechanism Hardware draw�ngs and Bolts 9 2(1)B Heavy Duty Junctson 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 in accordance with Section 9-29 2(1)C The Heavy-Duty Junction Box steel frame, lid support and lid shall be pamted with aoshop applied, inorganic zinc primer in accordance with Section 6-07 3 Materiais for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following Matenals Requ�rement Concrete Section 6-02 Reinforcing Steei Section 9-07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min CVN toughness of 20 ft-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 drawm Hinges and Locking and � accordance with approved shop Latching Mechanism drawmgs Hardware and Bolts AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 79 t Revised 8/27N 3 � �1 The lid stiffener plates shall bear on the frame, and be mdled so that there is full even contact, around the perimeter, befinreen the bearmg 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 seatmg Bolts and nuts shalt be liberally coated with anti-seize compound Bolts shall be mstalled snug tight The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearmg areas to be seated with a tolerance of 0 0 to 0 005 mches measured with a feeler gage The bearing area percentage wili be measured for each side of the lid as it bears on the frame 9 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 independent materials testing facility, and a test report issued documenting the results of the tests performed The second paragraph is revised to read For concrete �unction boxes, vaults and pull boxes, the independent testmg 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 Civii or Structural, and each test sheet shall have the Professional Engineer's origmal signature, date of signature, origmal seal, registration number, and date of expiration One copy of the test report shali be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loadmg requirements for a concrete �unction box, and shall mclude the following mformation Product identificataon 2 Date of testmg 3 Description of testmg apparatus and procedure 4 All load deflection and fadure data 5 E^ � Weight of box and cover tested Upon completion of the required test(s) the box shall be loaded to failure A brief descript�on of type and locat�on of fadure The third paragraph is revised to read For non-concrete �unction 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 m the presence of a Professionai Engineer, licensed under Title 18 RCW, State of Washington, m the branch of Civil or Structural, and each test sheet shall have the Professional Engmeer's original signature, date of signature, origmal seal, registration number, and date of expiration One copy of the test report shall be furnished to the Contractmg 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 Product identification 2 Date of testing � � � r, ' �� J � C� � C' � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 80 Revised 8/27/13 ' � � � �� 3 Descript�on of testing apparatus and procedure 4 All load deflection data 5 Weight of box and cover tested The first paragraph following the titie "Testing for the Standard Duty Non-Concrete Junction Boxes" is rev�sed to read Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test load mmimum of 22,500 ibs In addition, the Contractor shalt provide a Manufacture Certificate of Compliance for each non-concrete �unction box instailed 9 2(2) 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 in the Standard Plans � � r � � The Contractor shall provide shop drawings for all components, mcludmg concrete box, Cast lron Ring, Ductde Iron Lid, Steel Rings, and Lid In addit�on, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances The shop drawmg shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washmgton, in the branch of Civil or Structural, and each sheet shall carry the following 1 2 3 Professional Engineer's original signature, date of signature, original seal, registrat�on number, and date of expiration The �nitials and dates of all participating design professionals Ctear notation of all revisions includmg rdentificat�on of who author�zed the revision, who made the revision, and the date of the revision � 4 Design calculations shail carry on the cover page, the Professional Engineer's orig�nal signature, date of signature, ongmal seal, registration number, and date of expiration � � r ' � For each type of box or whenever there �s 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 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 mmimum load ratmg of 22,500 pounds and be tested in accordance with Section 9-29 2(1)C for concrete Standard Duty Junction Boxes � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 81 Revised 8127/13 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 weiding headed studs 3 / by 3 inches long, as spec�fied m Section 9-06 15, to the frame The w�re fabric shall be attached to the studs and frame with standard tie practices The vault/box concrete lid shall contam ten studs located near the centerline of the frame and wali Studs shall be placed one anchor �n each corner, one at the middle of each width and two equaily spaced on each length of the vault/box The steel frame, lid support, and lid shall be pamted with a black paint contaming rust inhibiters or painted with a shop applied, inorgarnc 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 Requ�rements Concrete Section 6-02 Remforcing Steel Section 9-07 Lid ASTM A 786 d�amond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle Support ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9-06 15 ASTM F593 orA 193, type 304 or 316, or Stainless Bolts, Studs, Nuts, Washers steel grade 302, 304, 316 per approved shop draw�n Hinges and Locking Mechanism Hardware and In accordance with approved shop drawings Bolts 9 2(2)B 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 minimum compressive strength of 4,000 psi, and have a mirnmum vertical load ratmg of 46,000 pounds without permanent deformatron and 60,000 pounds withaut failure when tested in accordance with Section 9-29 2(1)C for Heavy-Duty Junction Boxes Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following Materials Requirements Concrete Section 6-02 Reinforc�ng Stee{ Section 9-07 Cover Section 9-05 15(1) Ring Section 9-05 15(1) Anchors (studs) Section 9-06 15 i � �I � � I�_1 E� � �� , � ' � � � � ' � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 82 � Revised 8/27/13 � � ASTM F 593 or A 193, Type 304 or 316, or Bolts, Nuts, Washers Stamless steel grade 302, 304, 316 m accordance with approved shop drawinq 9-29.6�2) 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 Luminaires The th�rd paragraph is revised to read � All lummaires 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 film resistant to dust, weather, and ultraviolet exposure � � � � � J �I � LJ r � � 9-29.10(2) Decorative Lurn�narses The second sentence in the third paragraph is deleted 9 Traffic Signal Controiiers This section and all sub-sections including title is revised to read 9-2913 Control Cabinet Assemblies � Control cabinet assemblies shall include all necessary equipment and auxiiiary equipment for controiling the operation of traffic signals, programmable message signs, diumination systems, ramp meters, data stations, CCTV, and similar systems as required for the specific application Traffic Signal Controller Cabmet Assembiies 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 m this specification 9-2913(1) Env�ronmental, Performance, and Test Standards for Solid-State Traffic Controller Assembi�es The scope of this Specification includes the controiler of solid-state design installed m a weatherproof controller cabinet The controller assembly includes the cabinet, controller unit, load switches, signal conflict monitoring c�rcuitry, 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 will be required while the control assembly is sub�ected to any combination of higF� and low environmental limits (such as low voltage at high temperature with high repetit�on noise transients) All other control equipment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specificat�ons" (TEES) dated March 12, 2009 The Contractor shall furnish 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 fabricator 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 annualiy The fabricator of the controller shall certify that the � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 83 Revised 8/27/13 controller meets all requirements of the Standard Specifications and Special Provisions for the specific application The QC program shall include, but not be limited to, the following 1 2 3 4 5 6 7 Quality Statement individual responsible for quality (orgarnzational chart) Fabrication procedures Test procedures Documented inspection reports Documented test reports Certification package 9-2913(2)A Tra�c Signal Controller Assembly Testing Each tra�c signal controller assembly shall be tested as follows The supplier shall 1 Seven days prior to shipping, arrange appointment for controller cabmet assembly, and testing at the WSDOT Materials Laboratory or the facil�ty des�gnated in the Special Provisions 2 Assembly shall be defined as but not limited to tighternng all screws, nuts and bolts, verifying that a{I wiring is ciear of movmg parts and properly secured, mstalling all pluggables, connecting all cables, Venfy 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 des�gnated WSDOT facdity in the presence of WSDOT personnel 4 The supplier shall demonstrate that all of the functions required by this Spec�fication and the Contract Plans and Special Provisions perform as intended Demonstration shall include but not be limited to energizmg the cabinet and verifymg that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Provisions) operate in accordance with Section 9-29 13 The supplier shall place the controller m minimum recall with interval timing set at convenient value for testing purposes Upon a satisfactory demonstration the controller assembly wdl then be accepted by WSDOT for testing 5 If the assembly and acceptance for testing is not compiete within 5 workmg days of defivery, the Pro�ect Engineer may authorize the return of the assembly to the supplier, with collect freight charges to the supplier 6 The Contractor will be notified when the testing is complete, and where the assembiy is to be picked-up for delivery to the proJect � � AMENDMEN7S TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 84 � Revised 8/27/13 � � � � I� � � � � � � , � � � � � � 7 The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency A failure 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, includmg the cabinet that is re�ected shall not be submitted for use by WSDOT or any City or County in the State of Washington 9-2913(3) Traffic S�gnal Controller The traffic signal controller shall conform to the Contract requirements and the applicabie Specifications as listed below All solid-state electronic traffic-actuated controllers and their supplemental devices shall 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 utilized as described within the NEMA requirement, except that those pins identified as "spare" or °future" shall remain unused B Type 170E controllers shall conform to the TEES The 170E controller shall be provided with a program card, one blank ROM chip, and two 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 controller 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 sha{I 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 2070-3B 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 2070-2B Fieid I/O I/O UO X X 2070-8 I nterface AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 85 � Revised 8/27N 3 9-29 13(4� TrafF�c-S�gnal 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 m the Special Provision requires NTCIP compliance the following are the mirnmum requirements for NTCIP operation Communicatoon The traffic controller hardware and software shall communicate with the central computer in a polled multi-drop operation In the polled multi-drop operation, several traffic controliers shall share the same commurncation channel, with each controller assigned a unique ID number Controiler 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 irntiate 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 capabdity shall be limited to that traffic controller NTCIP Requirements The traffic controller software shall comply with the National Transportation Commurncations for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein The traffic controller software shall support the following standards 2 � 4 NTCIP 1101, S�mple Transportation Management Framework (STMF), Conformance Level 1(Simple Nefinrork Management Protocol (SiVMP)) 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 Profile 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 Defirnt�ons, and NTCIP 1202, Ob�ect De�nit►ons for Actuated Traffic S►gnal Controller Un�ts Software shall implement the following conformance groups AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 86 Rewsed 8/27/13 � , � � � � � � LJ �� L� � r � � �1 � � � � NTCIP 1202, Ob�ect Definitions forASC 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 Urnt 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 Ob�ects required by these specifications shall support all values within its standardized range The standardized range �s def�ned by a size, range, or enumerated listing indicated in the ob�ect's SYNTAX field and/or through descriptive text in the ob�ect's description field The following list indicates the modrfied ob�ect requirements for these ob�ects , AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Pa9e 87 � - Revised 8/27/13 Ob�ect Ob�ect Minimum Name ID Re uirements Unit unitAutoPedestrianClear All Values urntControlStatus All Values unitFlashStatus All Values urntControl All Values maxAlarmGrou s 1 S ecial Function maxS ecialFunct�onsOut 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 Tirne Base maxTimebaseAscAction 48 Preem t maxPreem ts 4 reem tControl All Values reem tState Values 2 thru 9 Overla s maxOverla s 4 overla T e Value 2 and 3 maxOverla statusGrou 1 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 in excess of the minimum requirement are considered to meet the specificat�on Documentation Software shall be supplied with all documentation on a CD ASCII versions of the follow�ng Management Information Base (MIB) files m Abstract Syntax Notation 1(ASN 1) format shall be provided on CD-ROM 1 The official MIB Module referenced by the device functionality 2 A manufacturer-specific version of the officiai MIB Module with the non- standardized range mdicated in the SYNTAX field The filename shail 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 meanmgful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/27/73 � � � � � � � Page 88 � II �l 9-29 13(5) Flashing Operations � All traffic signals shall be equipped for flashing operation of signal displays Controllers and cabinets shall be programmed for flashing red displays for all approaches Dunng flashmg operation, all pedestrian circuits shail be de-energized � � � � � �9 �� u � � Actuated tra�c signal control mechanisms 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 funct�on of a terminal strip input, the controller shall provide both sequenced entry into flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traff�c 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 t�me mput appiied When the switch is placed on automatic, the controiler shall immediately time an 6 second all red period then resume stop-and-go operations at the beginning of ma�or street green 3 Controller Cabinet Switches When the flash-automatic switch located inside the controller cabinet is piaced m the flash position, the s�gnals 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 beginnmg of the ma�or green 4 Power Interruption On "NEMA" controllers any power interruption longer than 475 plus or minus 25 mdliseconds, signals shall re-energize consistent with No 2 above to ensure an 6-second flash period prior to the start of ma�or street green A power mterruption of less than 475 plus or minus 25 milliseconds shall not cause resequencmg of the controller and the signal displays shall re- energize without change Type 170 controllers shail re-energize consistent with No 2 above after a power interruption of 1 75 plus or minus 0 25 seconds The 6-second fiash period will not be required Any power mterruption to a 2070 type controller shall result m a 6 second flash period once power is restored 5 Conflict Morntor Upon detecting a fault condition the conflict monitor shall immediately cause the signal 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 9-2913(6) Emergency Preempt�on Immediately after a valid call has been received, the preemption equipment shall cause the controller to termmate the appropriate phases as necessary with the requtred clearance intervals and enter any programed subsequent preemption sequence Preemption sequences shall be as noted �n the Contract 9-2913(7) Wiring Diagrams Schematic winng diagrams of the controllers, cabinets and auxiliary equipment shall be submitted when the assemblies are delivered The diagram shall show in detad all circuits AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 89 � Revised 8/27/13 and parts The parts shall be identified by name or number in a manner readily mterpreted Two hard copies of the cabinet wirmg diagram and component wiring diagrams shall be furnished wi#h each cabinet and a pdf file of the cabmet wiring and component drawings The schematic drawing shall consist of a single sheet, detailmg ail circuits and parts, not to exceed 52-mches by 72-inches The cabinet wiring diagram shall indicate and identify all wire termmations, all plug connectors, and the locations of all equipment in the cabinet Included m the diagram shail be an intersection sketch identifymg all heads, detectors, and push buttons and a phase diagram 9-2913(8) Generator Transfer Switch When specified in the contract, A generator transfer switch shall be included The Generator Transfer Switch shail 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 specified 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 senes core The core lock shall be mstalled with a green construction core Upon contract completion, two master keys for the construction core shall be delivered to the Engineer The enclosure shall inciude the following Transfer Switch equipment One Nema L5-30P Flanged Inlet generator connector 2 3 One Utdity power indicator light One generator indicator 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 "Utility" 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 shail be capable of being independently switched � �•. 7 The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed m 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 Aux�liary Equapment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic-actuated controllers AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 90 - Revised 8l27i13 � J � � � � � ;� � � � II u � li u � � � � � 2 3 A solid-state Type 3 NEMA flasher with flash-transfer relay which wdl cut in the fiasher and isolate the controlier from light circuits See Sect�on 9- 29 13(5) for operational requirements Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown m the plans), each pedestrian phase and preemption sequence indicated in the Contract Type P& R cabmets shall include a fully wired 16-position back panel Solid-state load switches shail conform to NEMA standards except only optically isolated load switches wdl be allowed Load switches shall include indicator lights on the input and output circuits The controller cabinet shall have all cabinet wirmg mstalled for eight vehicle phases, four pedestrian phases, four emergency pre-empts, four overlaps (OLA, B, C, D) A power panel with a A control-d�splay breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum b A 15 ampere accessory breaker wired parallel to the control display breaker The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc c A busbar isolated from ground and unfused for the neutral side of power supply d A radio mterFerence suppresser instailed at the input power point Interference suppressers shall be of a design which wdl mirnmize mterference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kdohertz to 75 megahertz when used in connection with normal mstallations The mterference filters furnished shall be hermetically sealed in a substantial case fiiled with a suitable insulating compound Terminals shall be nickel plated, 10-24 brass studs of sufficient externai 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 msulated from each other and shall mamtain a surFace leakage distance of not less than '/Z-mch between any exposed current conductor and any other metallic parts with an insulation factor of 100-200 megohms dependent on external circuit conditions Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, smgle 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 against voltage abnormalities of 1 cycle o� less duration The Surge Protection Device shall be a solid state high energy circuit contaming no spark gap, gas tube, or crow bar component The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral If the protection circwts fad, they shall fail to an open circuit condition The mmimum interrupting capacity shall be 10,000 Amps The Voltage Protection Ratmg shalf be 600 voits AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 91 � Revised 8/27/13 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 m�crosecond current impulse, and withstand, without fadure or permanent damage, one full cycle at 264 volts RMS The device shall contain circwtry to prevent seif-mduced regenerative ringing There shall be a fadure warnmg indictor which shall dluminate a red light or extinguish a green light when the device has faded and is no longer operable Cabmet ground busbar independent (150K ohms mmimum) of neutral 4 A police panel located behmd the police panel door with a flash automatic switch and a control-display power line on-off switch See Section 9- 29 13(5) for operational requirements 5 An auxdiary control panel located inside the controtler cabinet with a flash- automatic switch and a controlter on-off switch See Section 9-29 13(5) for operational requirements A three wire 15 ampere plug receptacle with groundmg contact and 15 ampere ground fauit interrupter shall also be provided on the panel 6 A conflict monitor conformmg to NEMA standards See Sect�on 9-29 13(5) for operational requirements The urnt shall morntor conflicting signal mdications at the field connection terminais The urnt shall be wired in a 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 morntored 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 Confiict monitors shall mclude a minimum of one mdicator light for each phase used The monitoring capacity of the unit shall be compatible with the controller frame size Conflict monitors shall mclude a program card 7 A"Detector Panel", as specified in Standard Spec��cat►on Section 9 29 13(10)B, shall be installed The panel shall be mounted on the mside of the front cabinet door The detector panel shall be constructed as a single unit Detector switches with separate operate, test, and off positions shafl be provided for each field detector mput circuit A high intensity light emitting diode (LED) shall be provided for each switch The lamp shall energize upon vehicle, pedestrian or test switch actuation The test switch shall provide a spring loaded momentary contact that wdl place a cail mto the controller When in the OFF position, respective detector arcuits wdl be disconnected In the operate position, each respective detector circuit shall operate normally Switches shall be provided on the panel with labels and funetions as follows a 0 Display On — Detector mdicator lights shall operate consistent with their respect�ve switches Desplay Off— detector mdicator lights shall be de-energized A means of disconnecting ail wiring entering the panel shall be provided � The disconnect shall include a means to �umper detection calls when the � AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 92 Revised 8/27/13 � � � � � � � � r � � � CJ� � 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 biocks of suff�cient number to provide a termmation for all field wiring A mmimum of 12 spare terminals shall be provided Field wire connection termmal blocks shall be 600 volt, heavy duty, barrier type, except loop detector lead-ins, 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 strip The 300 volt type shall have a marker strip, mstalled on the right side of vertical termmal strips or below horizontal terminal strips The marker strip shall bear the c�rcuit 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 t�ps 9 A vent fan with ad�ustable thermostat The minimum CFM rating of the fan shall exceed three times the cabinef volume 10 VACANT 11 All wiring withm the cabinet, exclusive of w�ring mstalled by the signai controller manufacturer, shall have insulation conformmg to the requirements of Section 9-29 3 Cabinet wiring shall be trimmed to eliminate all slack and shafl be laced or bound together with nylon wraps or equivalent All terminals, shail be numbered and permanently identified with PVC or polyolefin wire marking s{eeve consistent with the cabinet wiring diagram provided by the signal controller manufacturer and the Contract The cabinet wdl be completefy wired so that the only requirement to make a field location completely operational is to attach field power and ground wiring Internal cabinet wirmg shall not utdize the fieid side connections of the termmai strip intended for termination of field wires 12 Cabinet wiring diagram and component wiring diagrams meeting the requ�rements of 9-29 13(7) shall be furnished with each cabmet Each cabmet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wirmg d�agrams The cabinet wiring diagram shall indicate and identify all wire termmations, 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 urnt, phase selector, discrimmator, identified with semi-permanent stick-on type label shall be mcluded � a Vehicle Detector Ampl�fier Channel Loop number � �� 2 Assigned phase(s) output channei pedestrian and load switch shall be The following information AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 93 � Rev�sed 8/27/13 b Ped Call Isolation Unit Push button number 2 Assigned phase(s) c Load Switches Signal head number 2 Assigned phase(s) d Phase Selectors C�rcuit Letter 2 Phase(s) called The labe{ 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 d�stance of approximately 6-feet 9-2913(10)B Aux�liary Equipment for Type 170E, 2070 Assemblies The following requirements apply to required aux�liary equipment furrnshed with Type 170E, 170E-HC-11 and 2070 controliers A Flashers, flash transfer relays, conflict morntor, AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxdiary control panel switches shall conform to the requirements noted m the TEES B Flashmg operation shall conform to Section 9-29 13(5), except the 6-second flash period described in Item 2 of that section will not be required Emergency preempt�on shall conform to Section 9-29 13(6) C Input and output termmals shall be installed with a markmg strip with field wire numbers noted m the Contract embossed on the str�p All cabmet and field conductor shall have a PVC or polyolefin wire markmg sleeve installed, 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 fdes as described m the TEES shall be provided m all control assemblies E Supplemental {oad res�stor, not less than 2000 ohms and not greater than 5000 ohms not to exceed 1 Q watts per mon�tored circuit, shail be provided to prevent conflict monitor actuation caused by d�mming or lamp burn-out An individual supplemental load resistor shall be installed within the output file, and shall be mstalled on each of the followmg terminal circuits AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 94 Rewsed 8l27/13 � � LJ � � � � � � � � � � � � � � � � F Load switches of suffic�ent quantity to fully populate the output files shall conform to TEES and shall have indicator lights on mput and output circuits G A detection panel, which shall be constructed as a single unit Detector switches with separate operate, test, and off pos�tions shall be provided for each field detector input circuit A high intensity light emittmg diode (LED) shall be provided for each switch The lamp shall energize upon vehicle, pedestrian or test switch actuation The test switch shail provide a spring loaded momentary contact that wdl piace a call mto the controller When in the OFF position, respective detector circuits will be disconnected In the operate position, each respective detector circuit shali operate normally Switches shall be provided on the panel with labels and functions as foilows a 0 Display On — Detector indicator lights shall operate consistent with their respective switches Display Off — detector indicator lights shall be de-energized A means of disconnecting all wiring entering the panel shall be provided The disconnect shall mclude a means to �umper detection calis when the display panel is disconnected AI! switches on the panel shall be marked with its associated Plan detector number All markers shall be permanent H A"Detector Termination 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 between the °detection Panel" and the C-1 connector The panel shall utilize 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 Sennce Panel Assembly (SPA), line voltage fiiter, 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 yeilow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink 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 panel of the output file, 17 accessible �umper plug attachment areas, made up of three male pms per position (one, for each � AMENDMENTS TO THE 2012 STANDARD SPEGIFICATIONS BOOK Page 85 � Revised 8/27/13 conflict monitor channel and one for red enable function) Each �umper piug shall be a two position connector, It shall be possible, by inserting and positiornng one of the 16 connectors on the right two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels The connection between the red monitor board and the conflict monitor shalf be accomplished via a 20 pin ribbon cable and the mdustry 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 morntor There shall be installed on the red monitor board a red fad monitor disable function that controls the 120 VAC red enable signal into the conflict monitor During stop-and —go operation, 120VAC is sent via pin #20 on the P20 connector to enable red failure monitonng on the conflict monitor 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 pm #20, and the conflict monitor wdl no longer monitor for �ed fail faults The red enable function will also be wired such that if the traffic signal is in cabinet flash, then there wdl be no voltage on pm #20, and the conflict monitor will not monitor for red fad faults M Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wirmg The neutral bus bars shall be of the style m 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 trippmg The cover shall be removable and replaceabie without the use of toois 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 interrupt receptacle being in the "Test" mode shail 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 cabmet conforming to the following requirements Construction shall be of 0 073-inch mirnmum thickness series 300 stamless steel or 0 125 minimum thickness 5052 H32 ASTM B209 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 firnsh coat of exterior white enamel If no other coating is specified m the Contract Provisions the exter�or of all cabmets shall be bare metal All controller cabinets shall be furnished with front and rear doors 2 The cabinet shall contam shelving, brackets, racks, etc , to support the controller and auxdiary equipment All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turnmg, AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 96 � Revised 8/27/13 � � � � � � � �� L� � � tiiting, or rotating or relocating one device to remove another A 24 slot rack or racks shall be instalied The rack(s) shall be wired for 2 channel loop 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 discrimmator channels A, C Slot 23 wired for a 2 channel discriminator, channels B, D Slot 24 wired for a 4 channel discriminator, wired for channel A, B, C, and D All loop detector slots shall be wired for presence/puise detection/extension If an external power supply is required in order for the entire racks(s) to be powered it shall be installed All rack(s) slots shall be labeled with engraved identification strips 3 Additional detection utdizing the "D" connector shall be installed in accordance with the Contract The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in 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 7Q percent of the cabinet volume be used There shall be at least a 2-inch 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 haif of the front door, with a 12-mch by 16-inch by 1-mch removable throw away filter, secured in place with a spring-loaded framework 5 The cabmet door(s) shall be provided with a Cabinet doors shali each have a three pomt latch system Locks shall be spnng 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 included with each cabinet and delivered to the Eng�neer b A police panel assembly shall be installed in the front door and shall have a stamless steel hinge pin and a police panel lock Two police keys with shafts a minimum of 1 long shall be provided with each cabinet � 0 All doors and police panel door shall have one p�ece, closed cell, neoprene gaskets A two position doorstop assembly 6 Fluorescent fixtures or LED light stnps (only one type per cabmet) for cabmet lighting Color temperature shall be 4100K (cool white) or higher Fluorescent fixtures shali use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs LED light strips shall be approximately 12 inches long, and AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Page 97 � Rewsed 8/27/13 have a minimum output of 320 lumens Lightmg shall be ceiling mounted and oriented parallel to the door face Lightmg shall not interfere with the proper operation of any other ceding mounted equipment All lighting fixtures shall energize whenever any door is opened Each door switch shali be labeled "Light" 9-2913(10)D Cabinets for Type 170E and 2070 controllers Type 170E and 2070 controllers shaii be housed �n 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 in Standard Spec�ficat�ons 9-29 13(10)C item 5 above � � � � � 2 The cabinet shall be furnished with auxdiary equipment described m Standard Specification 9-29 13(10)B � 3 The cabinet shall be fabricated of stainless steel or sheet aluminum m accordance with Section 9-29 13(10)C, Item 1 above Painted steel, painted or anodized alum�num is not allowed 4 A disposable paper filter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metai fiiter The fdter shall be secured in the filter holder with a louvered aluminum cover The maximum depth of the cover shail not be more than 0 5" inch to prov�de the filter to be fiush against the door No mcoming air shail bypass the fdter element IJ � �/ 5 Field wire terminals shall be labeled in accordance with the Fieid Wiring � Chart 6 Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lightmg Fluorescent 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 cabmet Lighting shall be ceding mounted and onented perpendicular to the door face Rack mounted lights are not allowed Lighting shall be positioned such that the f�xture is centered between the front and rear of the cabinet Lighting shall not interfere with the proper operation of any other ceding mounted equipment Each lighting fixture shall energize automaticaliy 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 cabmet shall have the appearance of two Type 332 controller cabinets �oined at opposing sides The outside Dimensions of the cabinet shall be 67" High X 48 1/2" Wide X 30 1/4" Deep AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 98 � Revised 8/27/13 �J � � � � � � � � � � � � � � � � � c d e b The right s�de of the cabinet, as viewed from the front, shall be considered the Signai Control side The left side of the cabinet, when viewed from the front, shall be considered the ITS/COMM side One police access panel shall be mstalled 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 f The Traffic Signai Control side of the cabmet shall contam the Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications The Tra�c Signal Control side of the cabmet shall also meet all the additional equipment requirements of the Type 332 Signai Controller cabmet as indicated m the contract specifications g The ITS/COMM side of the cabinet shall contam ITS and Communication equipment and shall be furnished with the following 1 One controller shelf unit, mounted 36 �nches from the bottom of the cabinet open�ng to #he front of the cabinet and attaching to the front rails of the EIA rack, shail 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 alummum sheet metal panel, 1/8"x 15"x 54", shall be installed to the rear of the cabinet on the right hand (when fac�ng the front) side radmg 3 Additional ITS and Communicat�on equipment as described in the Contract Pians and the ITS section of the Contract Special Provisions 9-2913(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 1 � Each cabinet shall be equipped with a fully operable controller equipped as specified in the Contract Provisions Two input files, shall be provided 3 The PDA #3L shall contain three Model 200 Load Switches A second transfer relay, Model 430, shall be mounted on the rear of the PDA #3L and wired as shown m the Plans � AMENDMBNTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 99 Revised 8/27H 3 4 Pol�ce Panet shall contain only one DPDT toggle switch The switch shall be labeled � POLICE CONTROL, ON-OFF ' � , � � � � � � � � � � � � � � � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 100 � Revised 8/27/73 � � C � � � � � � 1 � ' � � � C � � � � 5 Display Panel A General Each cabinet shall be furnished with a display panel The panel shail be mounted, showing and providing detection for mputs 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 accordmg to the detaii in the Plans B Text All text on the detector panel shall be biack in color and srik screened directly to the panel except the Phenolic detector and cabmet nameplates A nameplate for each loop shall be engraved with a'/-inch nominal text according to the ITS Field W�rmg Charts The nameplates shall be permanently a�xed to the detector panel C LEDs The LEDs for the display panel shall meet the following Specifications Case size T 1 3 / Viewing angle 50° mirnmum 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 Sw�tch Each display panel shall be equipped with one detector dispiay control switch on the panel with labels and functions as foilows ON Detector panel LEDs shall operate consistent with their separate switches OFF All detector mdicator LEDs shall be de-energized Detector calls shall contmue to reach the controller TEST All detector indicator LEDs shall illuminate and no calis shall be placed to the controller E Advance Warning S�gn Control Sw�tch Each display panel shall be equipped with one advance warrnng sign controi 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 shail de-energize SIGN ON Sign Relay shall energize � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 101 Revised 8/27/13 � F S�gn Relay The sign relay shali be plugged into a socket installed on the rear of the display panel The relay shall be wired as shown m the Plans The relay coil shall draw {or sink) 50 milliamperes t 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 cod to suppress voltage spikes The anode termmal shall be connected to terminai #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 spring-loaded two-position SPST toggie 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 LEDs shail dluminate for the durat�on of each call to � the controller H Controller Output Ind�cators The d�splay panel shall contain a series of output indicator LEDs mounted below the detection mdicators The layout shall be according to the detail in the Plans These LEDs shafl dlummate upon a ground true output from the controller via the C5 connector The output indicator LEDs shall have resistors in senes to drop the voltage from 24 volts DC to their rated voltage and limit cuRent below their rated current The anode connection of each LED to +24 VDC shall be wired through the resistor 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 input detection Wirmg for the P1, P2 and C5 connectors shall be as shown in the Plans The Contractor shall install wire connectors P1, P2, C1P, C2, C4, C5 and C6 accordmg 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 urnt 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 F�ber Opt�c Patch Panei AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 102 � Rewsed 8/27/13 � � The Contractor shail provide and install a rack-mounted fiber optic patch panei as identified in the Plans Cabinet Wiring � Terminal blocks TB1 through T69 shall be installed on the Input Panel Layout and position assignment of the terminal blocks shall be as noted in the Plans 1 Termmais for field wiring in traffic data and/or ramp metermg controller cabinet shall be labeled, numbered and connected m accordance with the following � � � � � � �� II � � � � � � Termonal Block Pos Terminal and W�re Numbers Connection Identif�cation 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 Fiasher 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 termmals according to the ITS Field Wirmg Chart This chart will be provided by the Eng�neer within 20 days of the Contractor's request 9-29 13(12) ITS cab�net Bas�c ITS cabmets shall be Model 334L Cab�nets, unless otherwise specified in the Contract Type 334L Cabinets shail be constructed in accordance with the TEES, with the following mod�fications 1 The basic cabmet shall be furrnshed with only Housmg 1 B, Mount�ng 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 mill fmish Painted or anodized aluminum is not allowed � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 103 Rewsed 8/27/13 3 The door air filter shall be a disposable paper filter element of at least 180 square � mches 4 Locks shall be spring loaded construction core locks capable of acceptmg a Best 6- pin core A 6-pin construction core of the type (Blue, Green, or Red) speci�ed in the Contract shali be installed m each core lock One core removal key and finro standard keys (properly marked) shall be mcluded with each cab�net and delivered to the Engineer upon Contract completion 5 Each cabinet shall include a 120VAC electric strip heater with a rating of 100 watts, which shall be thermostat controiled The heater strip shall be fed by wire with a temperature ratmg 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 cabinet) for cabinet lightmg 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 two fixtures for each rack within the cabinet Lighting shall be ceding mounted and oriented parallel to the door face — rack mounted lighting is not permitted Lightmg shall not mterfere with the proper operation of any other cedmg 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 cabmet 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 Units (RMU) (8 75 inches) The PDA shall include the following equipment a L7 c � 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 failure of the GFCI receptacle Four 1 P-15A, 120VAC Equipment/Field 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 readily accessible, provide dead front safety, and all hazardous voltage pomts are protected to prevent inadvertent contact 8 Service Panel #1 shall include a service termmal block labeled "TBS", a Tesco TES- 10B or equivalent surge suppressor connected to provide power in Ime surge suppression, and a 1 P-30A Main Breaker The Service Panel Assembly (SPA) shown in the TEES shall not be included � � � � � � � L� � � � � � � � 9 Each cabinet shall include a rack mounted fiber optic patch panel of the type � specified in the Contract � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 104 � Revised 8/27/73 � � � � � � ' Cabinet drawings and wiring diagrams shall be provided in the drawer shelf Additionally, an electrornc (PDF format) copy of all drawings and wiring diagrams shall be provided 9 Conventional Optical System Th�s section's title is revised to read 9-29 16(1)A1 Non-LED Opt�cai System 9 16(1)D1 Electrical - Convent�onal This section's title is revised to read 9-29 16(1)D1 Electrical — Non-LED 9 20 Pedestr�an S�gnals 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 controliers and � conflict monitors The LED lamp unit shall contain a disconnect that wdl show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational � � � � � �J � The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Certificate of Compliance, m 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 following requirements 1 All pedestrian signal heads shall be a Walk/Don't Waik module with a countdown display 2 All pedestrian displays shall comply with the MUTCD and ITE publication ST 011 B, VTCSH2 or current ITE Specificat�on and shall have an mcandescent appearance The Contractor shall provide test results from a Nationally Recogrnzed Testing Laboratory documenting that the LED dispiay conforms to the current ITE and the following requirements a All pedestrian signals supplied to any one pro�ect shall be from the same manufactu�er and type but need not be from the same manufacturer as the veh�cie heads b Each pedestrian signal face shall be a smgle unit housing with the signal indication size, a nominal 16 mch x 18 inch with side by side symbol messages with countdown display c Housings shail be green polycarbonate or die-cast aluminum and the aluminum � housmgs shall be painted with two coats of factory applied traffic signai green enamei (Federal Standard 595-14056) All hinges and latches and mter�or hardware shall be stainless steel � � 3 Optical units for traffic signal dispiays shail conform to the following AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 105 � Rewsed 8/27/13 a Pedestrian "RAISED HAND° and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change mtervai When the pedestrian change mterval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval for one signal cycle During the following pedestrian change interval the countdown shall show the revised time, or shall be blank In the event of an emergency vehicie preemption, during the following two cycies, the display shall show the programmed pedestrian change interval or be blank In the event the controlier is put in stop time durmg the pedestrian change interval, during the followmg two cycles the display shall show the programmed clearance or be blank In the event there is radroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank Light emittmg diode (LED) light sources havmg 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 Walkmg Person, 15 watts Voltage The operatmg voltages shall be between 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 horizontal members 9 20(1) LED Pedestrian Displays This sect�on is deleted 9 20(2) Neon Grid Type This section is deleted 9 24 Service Cabenets In the first paragraph, the lettered items A-J are re-lettered to read B-K respect#ully The first paragraph is supplemented with the following new lettered item A Display an arc flash warning labei that meets the requirements of ANSI Z535 9 25 Amplifier, Transformer, and Terminal Cabonets In item No 2 C,"Transformer 23 1 to 12 5 KVA" is revised to read "Transformer 3 1 to 12 5 KVA" and the height column value of 40" is revised to read "48" The first and second sentences in the first paragraph are revised to read Amplifier and terminal and transformer cabinets shali be NEMA 3R and the follow�ng Item number 5 is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 106 � Rev�sed 8/27i13 � C ' � � � � � � � 5 All cabinets shall provide a gasketed door flange Item number 7 is revised to read 7 Insulated terminal blocks shall be 600 vott, heavy-duty, barrier type The terminal blocks shall be provided with a field-side and a controi-side connector separated by a marker strip One spare 12-position insulated terminal block shall be mstalled in each terminal cabinet and amplifier cabmet Item nurnber 8 is rewsed to read 8 Each non-pad mounted Terminai, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners Each pad mounted Termmal, Ampiifier and Transformer cab�net shall dram to a sump and through a 3!8 inch diameter dram pipe to grade as detaded in the Standard Plans Item number 10 is revised to read 10 Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit breakers Each compartment shall be enclosed with a dead front Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate Section 9-34, Pavement Mark�ng 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 m 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 requ�rements for titanium dioxide, directional reflectance, and contrast ration � 9 3(4) Type D Liquid Cold Applied Methyl Metharcrylate The column headings in the table titled "98 2 Formulations Type D— Liquid Cold Applied Methyl Methacrylate" are revised to read u � L I � � � � 98 2 Formulat�ons Type D— L�quid Cold Appl�ed Methyl Methacrylate Property D-1 D- 2 1 l� D-4 � D-5 D-6 Test Method Min Ma�c Mtn Max j Mm Max Min Max Mm Max Mtn Max Section 9-36, Shaft-ReFated Mater�als August 5, 2013 9-36 1(1) Permanent Casing This section is revised to read Permanent cas�ng shall be of steel base metal conforming to ASTM A 36, ASTM A 252 Grades 2 or 3, ASTM A 572, or ASTM A 588 � AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 107 Rev�sed 8/27H 3 C� 1 1 ,, �� 1 � 1 � 1 � �� 1 1 1 1 1 1 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Page 108 � Revised 8/27/13 � , ' � � � � � , � � ' � , � � � ' i � � PART I11 SPECIAL PROVISIONS � , � � � � � � � ' � � � , � ' ' � � TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS DIVISION 1 GENERAL REQUIREMENTS DIVISION 5- SURFACE TREATMENTS AND PAVEMENTS STANDARD PLANS C�ty of Bremerton BVR and LFR Preservat�on Pro�ect Contract Documents � III-1 III-3 III-45 III-53 Bremerton Pro�ect No 6187 September 2013 Table of Contents , � � ' � INTRODUCTION TO THE SPECIAL PROVISIONS (August 94, 2013 APWA GSP) The work on this pro�ect shall be accomplished in accordance with the Standard Specificat�ons for Road, Br►dge and Murncipal Constructron, 20***12"** ed�tion, 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 proJect-specific fill-ms, and pro�ect-specific Special Provisions Each Provision either supplements, modifies, or replaces the comparabie Standard Specification, or is � a new Provision The deletion, amendment, alteration, or addition to any subsect�on or portion of the Standard Specifications is meant to pertain oniy to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not appiy � The pro�ect-specific Special Provisions are not labeled as such The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source For example / (March 8, 2013 APWA GSP) (Aprii 1, 2013 WSDOT GSP) (May 1, 2013 $$2$$ GSP) � � � ' � C J [� � � � Also incorporated into the Contract Documents by reference are Manua! on Urnform Traffic Control Devices for Streets and H�ghways, currently adopted edition, with Washtington State modificat�ons, if any Standard Plans for Road, Bridge and Mun�c�pal Construct�on, WSDOT/APWA, current edition *** Standard Spec�ficat►ons for Road, Bridge, and Mun�c�pa! Construct�on, WSDOTlAPWA, 2012 Edition, M 41-10''** Contractor shall obtain cop�es of these pubi�cat�ons, at Contractor's own expense ' C�ty of Bremerton BVR and LFR Preservat�on Pro/ect Contract Documents lll-1 Bremerton Pro/ect No 6187 September 2013 Introductton to the Special Prowsrons ' � ' L� � � DESCRIPTION OF WORK DIVISION 1 GENERAL REQUIREMENTS (March 93, 1995, WSDOT GSP) This Contract prov�des for the improvement of **�` Belfair Valley and Lake Flora Roads and includes but is not lim�ted to, pavement repairs, overlay, and traffic control *** all in accordance with the Contract Plans, these Contract Provisions, and the Standard Specificat�ons � 1-01 1-01 3 � � � DEFINITIONS AND TERMS Defenitions (March 8, 2013 APWA GSP) Delete the headmg Completion Dates and the three paragraphs that follow it, and replace them with the following Dates B�d Open�ng Date The date on which the Contractmg 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 I� ' Contract Execut�on Date The date the Contracting Agency officially binds the Agency to the Contract Not�ce to Proceed Date The date stated m the Notice to Proceed on which the Contract time begms � Substant�a/ Comp/etion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any , remaining traffic disruptions wdl be rare and brief, and only minor incidental work, replacement of temporary substitute facdities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract � � , Physica/ Comp/et�on 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 ' C�ry of Bremerton 8VR and LFR Prese�vat�on Pro�ect Contract Documents lll-3 Bremerton Pro/ect No 6987 September 2013 Dtws�on 1 ' � Comp/ef�on Date The day all the Work specified in the Contract is completed and afl the obligations of the Contractor under the contract are fulfilled by the Contractor Ali documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date F�na/ Acceptance Date The date on which the Contracting Agency accepts the Work as complete Supplement this Section with the following All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms °State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contract�ng Agency" All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location" All references to "final contract voucher certification" sha11 be �nterpreted to mean the final payment form established by the Contracting Agency , � � �_J � , LJ The venue of all causes of action arising from the advertisement, award, execution, and � performance of the contraCt shall be m the Superior Court of the County where the Contractmg Agency's headquarters are located _ Addetive A supplemental urnt of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construct�on for performing the same work Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08 5 Contract Bond The defin�tion in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are reqwred by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond Contract Documents See de�rntion for "Contract" Contract Time The period of time established by the terms and conditions of the Cantract within wh�ch the Work must be physically completed City of Bremerton Bremerton Pro/ect No 6187 SVR and LFR Preservation Pro�ect ll!-4 September 2013 Contract Documents D�vis�on 1 � ' ' � ' Notice of Award The wntten notice from the Contracting Agency to the successful Bidder sigrnfying the Contracting Agency's acceptance of the Bid Proposal Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed �nnth the Work and establishing the date on which the Contract time begins Traffic Both vehicular and non-vehicular traffic, such as pedestnans, bicyclists, wheelchairs, and equestrian traffic � 1-02 1-02 1 ' , � � � ' � � BID PROCEDURES AND CONDITIONS Prequalif�cation of Bidders Delete Section 1-02 1 and replace it with the following 1-021 Qualificatoons of B�dder (January 24, 2019 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works pro�ect 1-02 2 Plans and Spec�f�cat�ons (June 27, 2011 APWA GSP) Delete this section and replace it with the following Information as to where Bid Documents can be obtained or reviewed will be found m the Call for Bids (Advertisement for Bids) for the work After award of the contract, plans and specifications wdl be issued to the Contractor at no cost as detailed below To Pr�me Contractor No of Sets Bas�s of Distrebution Reduced lans 11" x 17" *** 2**" Furrnshed automatically upon award Contract Provisions *** 2*** Furrnshed automaticall u on award Large plans (e g, 22" x 34") and Contract Provisions '��`* 0�`*" Furn�shed onl u on re uest ' Additional plans and Contract Provisions may be obtamed by the Contractor from the source stated m the Call for Bids, at the Contractor's own expense L J !J � C►ty of Bremerton BVR and LFR Preservahon Pro�ect Contract Documents IU-5 Bremerton Pro�ect No 6187 September 2013 Diws►on 1 �_J ' 1-02 5 Proposal Forms (June 27, 20� 9 APWA GSP) Delete this section and replace it with the following The Proposal Form will identify the pro�ect and its location and describe the work It will also list estimated quantities, units of ineasurement, the items of work, and the materrals to be furnished at the urnt bid prices The bidder shall complete spaces on the proposal form that call for, but are not limited to, urnt prices, extensions, summatians, 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 Washmgton Contractor's Registration Number, and a Business License Number, if applicabie B�ds shail be completed by typmg or sha!! be printed m ink by hand, preferably in black ink The required certi�cations are included as part of the Proposal Form The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid on all alternates and additives set forth m the Proposal Form unless otherwise specified 1-02 6 Preparation of Proposal (June 27, 2019 APWA GSP) Supplement the second paragraph with the following 4 If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the mmimum amount stated 5 Any correction to a bid made by interlineation, afteration, or erasure, shall be initiaied by the s�gner of the bid Delete the last paragraph, and replace it with the foilowing The Bidder shall make no stipulation on the Bid Form, nor qualify the bid m any manner A bid by a corporation shall be executed m the corporate name, by the president or a vice president (or other corporate officer accomparned by ev�dence 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 sat�sfied through such an agreement A bid by a �oint venture shall be executed in the �oint venture name and signed by a member of the �omt 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 agreerr�ent � , � C � ' � � � � � , � ' L� ' � Gty of Bremerton BVR and LFR Preservahon Pro�ect Contract Documents 111-6 Briemerton Pro�ect No 6187 , September 2013 Dtvrston 9 u ' ' � � � ' �J � � � ' ' � ' � ' � 1-02 7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following Bid bonds shall contam the following 1 Contracting Agency-assigned number for the pro�ect, 2 Name of the pro�ect, 3 The Contractmg Agency named as obligee, 4 The amount of the b�d bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature, 6 The signature of the surety's officer empowered to sign the bond and the power of attorney If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provis�ons If so stated in the Contract Provisions, cash wdl not be accepted for a bid deposit 1-02 9 Delivery of Proposal (August 15, 2012 APWA GSP, Opt�on A) Delete this section and replace it with the following Each proposal shall be submitted m a sealed envelope, with the Pro�ect Name and Pro�ect Number as stated in the Cafl for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery If the proJect has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02 6 The Contracting Agency wdl not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids ' C►ty of Breme�fon BVR and LFR Preservahon Pro�ect Contract Documents lll-7 Bremerton Pro�ect No 6187 September 2013 D�ws►on 1 L_J 1-02 13 Irregular Proposais (March 13, 2012 APWA GSP) Revise item 1 to read A proposal wdl be considered irregular and will be re�ected if a The Bidder is not prequalified when so reauired, b The author�zed proposal form furnished by the Contracting Agency is not used or is altered, c The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions, d The Bidder adds provisions reserving the right to reJect or accept the award, or enter into the Contract, e A price per urnt cannot be determmed from the Bid Proposal, f The Proposal form �s not properly executed, g The Bidder fads to submit or properly complete a Subcontractor list, if applicable, as required m Section 1-02 6, h The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02 6, i The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certificat�on that they are in agreement with the bidders DBE participation commitment, if applicable, as required m 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 fads 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 B�d 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 D�squal�fecation of Bidders (March 8, 2013 APWA GSP, Optron 8) Delete this Section and replace it with the follow�ng A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39 04 350(1), as amended, or does not meet the following Supplemental Critena 1 Del�nquent State Taxes A Criterion The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue B Documentation The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website http I/dor wa gov/content/fdeandpaytaxes/latefiling/dtlwest aspx , or if they are so I�sted, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadime listed below C►ty of Bremerton Bremerion Pro�ect No 6187 BVR and LFR Preservatron Pro�ect /l!-8 September 2013 Confract Documents Drv►s�on 1 ' , � 2 Federal Debarment A Criterion The Bidder shali not currently be debarred or suspended by the Federal government B Documentation The Bidder shall not be listed as hav�ng an "active exclusion" on ' the U S government's "System for Award Management" database (www sam gov) , � � � L_J i �J � � ' � � ' 3 Subcontractor Responsibilitv A Criterion The B�dder's standard subcontract form shail �nclude the subcontractor responsibdity language required by RCW 39 06 020, and the Bidder shall have an established procedure which it utilizes to validate the responsibdity of each of its subcontractors The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a simdar procedure to determine whether the sub-tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39 06 020 B Documentation The Bidder, if and when required as detaded below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts 4 Preva�l�na Wa�es A Criterion The Bidder shall not have a record of prevading wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of fading to pay workers prevading wages, uniess there are extenuatmg circumstances and such circumstances are deemed acceptable to the Contracting Agency B Documentat�on The Bidder, if and when reqwred as detaded below, shall submit a list of ail prevad�ng wage violations m the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved The Contracting Agency wdl evaluate these explanations and the resolution of each complaint to determine whether the v�olation demonstrate a pattern of failing to pay its workers prevading wages as required 5 Claims As�a�nst Retainaqe and Bonds A Criterion The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works pro�ects m the three years prior to the bid submittal date, that dernonstrate a lack of effective management by the B�dder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuatmg circumstances and such circumstances are deemed acceptable to the Contracting Agency ' C�ty of Bremerton BVR and LFR Preservafion Pro/ect Contrect Documents lll-9 Bremerton P%/ect No 6187 September 2013 D�v�s�on 1 , B Documentation The Bidder, �f and when required as detaded below, shall submit a list of the public works pro�ects completed in the three years prior to the bid submfttal date that have had claims against retainage and bonds and include for each pro�ect the followmg mformation • Name of pro�ect • The owner and contact mformation for the owner, • A list of claims filed against the retainage and/or payment bond for any of the pro�ects Irsted, • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim [� 7 0 Public Bidd�nq Crime A Criterion The Bidder and/or �ts owners shall not have been convicted of a crime involving bidding on a public works contracfi in the �ve years prior to the bid submittai date B Documentation The Bidder, if and when required as detaded below, shail sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract Terminat�on for Cause / Term�nation for Default A Criterion The Bidder shali not have had any public works contract termmated for cause or terminated for default by a government agency in the five years prior to the bid subm�ttal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B Documentation The Bidder, if and when required as detaded below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency m the five years prior to the bid submittal date, or if Bidder was terminated, describe the circumstances Lawsuits A Criterion The Bidder shall not have lawsuits with �udgments entered agamst the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of fad�ng to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B Documentation The Bidder, if and when required as detaded below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with �udgments entered against the Bidder in the five years prior to the bid submitta( date that demonstrate a pattern of fading to meet the terms of contracts, or shall submit a list of all lawsuits with Judgments entered C►ty of Bremerton Bremerton Pro�ecf No 6187 BVR and LFR Preservatron Pro�ect lll-10 September 2013 Contract Documents D�wsron 1 ' � � against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surroundmg each such lawsuit The Contracting Agency shall evaluate these explanations to determme whether the iawsu�ts demonstrate a pattern of fa�img to meet of terms of construction related contracts ' As evidence that the Bidder meets the mandatory and supplemental responsibdity critena stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12 00 P M(noon) of the second business day followmg the bid submittal deadime, a written � statement venfymg that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation mciudmg but not fimited to that detaded above (sufficient in the sole �udgment of the Contracting Agency) demonstrating compliance with ' ail mandatory and supplemental responsibdity criteria The Contractmg Agency reserves the right to request such documentat�on from other Bidders as well, and to request further documentat�on as needed to assess Bidder responsibility The Contractmg Agency also , reserves the right to obtain information from third-parties and independent sources of mformation concernmg a Bidder's compliance with the mandatory and supplemental criteria, and to use that mformation in their evaluation The Contracting Agency may (but is not � required to) consider mitigating factors in determinmg whether the Bidder complies with the requirements of the supplemental cnteria The basis for evaluation of Bidder comptiance with these mandatory and supplemental ' criteria shall include any documents or facts obtained by Contractmg Agency (whether from the Bidder or third parties) including but not limited to (i) financial, histoncal, or operational data from the Bitider, (u) information obtamed directly by the Contracting Agency from others ' for whom the Bidder has worked, or other public agencies or pr�vate enterprises, and (ui) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter ' ' � ' ' i � If the Contracting Agency determines the Bidder does not meet the bidder responsibdity criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writmg, with the reasons for its determination If the Bidder disagrees with this determination, it may appeal the determination withm two (2) busmess days of the Contracting Agency's determmation by presentmg its appeaf and any add�tional information to the Contracting Agency The Contracting Agency will consider the appeal and any additional mformation before issuing its final determination If the final determination affirms that the B�dder is not responsible, the Contractmg Agency wdl not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contractmg Agency's final determination Request to Change Supplemental Bidder Responsibdity Critena Prior To Bid Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Cntena may make or submit requests to the Contractmg Agency to modify the criteria Such requests shaii be m writing, describe the nature of the concerns, and propose specific modifications to the criter�a B�dders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittai deadline and address the request to the Pro�ect Engineer or such other person designated by the Contractmg Agency in the Bid Documents � City of Bremerton BVR and LFR Preservation Pro�ect Contract Documents 111-11 Bremerton Pro�ect No 6187 September 2013 D�ws�on 1 1 ' 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 compiete statement of the origin, composition, and manufacture of any or ail mater�als to be used, 2 Samples of these matenals for quality and fitness tests, 3 A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4 A breakdown of costs assigned to any bid item, 5 Attendance at a conference with the Engineer or representatives of the Engineer, 6 Obtam, and furnish a copv 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 1-03 AWARD AND EXECUTION OF CONTRACT 1-03 1 Consideration of Bids (January 23, 2006 APWA GSP) Rev�se the first paragraph to read After opening and reading proposals, the Contracting Agency wiil check them for carrectness of extensions of the pnces per unit and the total pnce If a discrepancy exists between the pnce per urnt and the extended amount of any bid item, the pnce per urnt wdl control If a mmimum bid amount has been established for anv item and the bidder's unit or lump sum pnce is less than the minimum specified amount, the Contractinc� Aqencv will unilaterallv revise the urnt or lump sum pr�ce, to the mm�mum sqecified amount and recalculate the extension The total of extensions, corrected where necessary, inciudinq sales taxes where applicabie and such add�tives and/or alternates as selected bv the Contracting AQencv, wdl be used bv the Contractinct Agencv for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond r � � � ' ' � � ' � � ' �� , � � City of Bremerton BVR and LFR Presenration Pro/ect Contract Documents lll-12 Bremerton Pro�ect No 6187 � September 2013 D�v►s►on 1 �_� �� 1 , 1 L� ' ' � ' � ' ' ' ' , 1-03 3 Execution of Contract (October 9, 2005 APWA GSP) Revise this section to read Until the Contracting Agency executes a contract, no proposal shall bmd the Contracting Agency nor shall any work begin withm the pro�ect limits or within Contracting Agency- furrnshed sites The Contractor shali bear all risks for any work begun outside such areas and for any materials o�dered before the contract is executed by the Contracting Agency If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of $$10$$ additional calendar days for retum of the documents, provided the Contractmg Agency deems the circumstances warrant it 1-03 4 Contract Bond (October 9, 2005 APWA GSP) Revise the first paragraph to read The successful bidder shall provide an executed contract bond for the full contract amount This contract bond shall 1 Be on a Contracting Agency-furnished form, 2 Be signed by an approved surety (or sureties) that a Is registered with the Washmgton 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 perf'ormance 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 ciaim of direct or indirect loss resulting from the failure ' a Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b Of the Contra�tor (or the subcontractors or lower tier subcontractors of the , Contractor) to pay ali laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrymg out the work, ' C�ty of Bremerton BVR and LFR Pieseivat�on Pro�ect Contract Documents lll-13 8remerton Prufect No 6187 September 2013 D�v�s�on i ' Within $$5$$ calendar days after the award date, the successful bidder shall return the signed Contractmg Agency-prepared contract, an insurance certification as required by Section 1-07 18, and a satisfactory bond as required by law and Section 1-03 4 Before execution of the contract by the Contracting Agency, the successfu{ bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02 15 ' 5 ,� , � ' Section 1-03 4 is suppiemented with the followmg (August 5, 2013) Release of Contract Bond will be 60 days followmg the Contract Completion date and Notice of Completion (NOC) bemg sent to the Washington State Department of Labor and Industries, Washington State Deparkment of Revenue and Washmgton State Employment Security Department, provided following conditions are met Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totalmg more than $ 35,000, a release has been obtained from the Washington State Department of Revenue 2 Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39 12 040) 3 A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department 4 Washington State Department of Labor and Industr�es (per Section 1-07 10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums 5 All claims, as provided by law, filed against the Cont�act Bond have been resolved 1-04 SCOPE OF THE WORK 1-04 2 Coordinat�on of Contract Documents, Plans, Special Prov�sions, Spec�fications, and Addenda (March 93, 2012 APWA GSP) Revise the second paragraph to read Any mconsistency m the parts of the contract shail be resoived by foilowing 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 Contractinp Aqencv's Standard Plans or Detaiis (if anv) and 8 WSDOT Standard Plans for Road. Bridge, and Municipal Construction City of Bremerton BVR and LFR Presenraf�on Pro�ect Contract Documents Ill-14 ' , , � r LJ � � �-, �� ' ' � � � Br�merton Pro�ect No 6187 ' September 2013 D�ws�on 1 LJ Be accompanied bv a power of attornev for the Suretv's officer empowered to siqn the bond, and ' � 1-05 CONTROL OF WORK ' �_ J � r � ' 1-05 7 Removal of Defect�ve and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following If the Contractor fails to remedy defective or unauthorized work within the time spec�fied in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contractmg 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 Engmeer may have the defective and unauthorized work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to perForm completed by using Contracting Agency or other forces An emergency situation is any situation when, m the opinion of the Engmeer, a delay in its remedy could be potentiaily unsafe, or might cause serious nsk of loss or damage to the public Direct or indirect costs incurred by the Contracting Agency attributable to correctmg and ' remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor Payment will be deducted by the Engmeer from monies due, or to become due, the Contractor Such direct and indirect costs shall inciude �n 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 wdl be allowed because of the delay in the performance of the work attributable to the exercise of the Contractmg Agency's rights provided by this Section � ' ' J The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perForm the work as required 1-0511 Finallnspect�on Delete this section and replace it with the foilowmg 1-05 11 Final Inspections and Operat�onal Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantiai Complet�on Date ' When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date The Contractor's request shall list the specific items of work that remain to be completed �n , order to reach physical completion The Engmeer will schedule an inspection of the work with the Contractor to determine the status of completion The Engmeer may also establish the Substantial Completion Date undaterally ' City of Sremerton BVR and LFR Pr+eservahon Pro�ect Contract Documents ll!-15 8reme►fon Pro�ect No 6187 September 2013 D►ws�on 1 t If, after this inspection, the Engmeer concurs with the Contractor that the work is substantially complete and ready for its mtended use, the Engineer, by wr�tten notice to the Contractor, will set the Substantial Completion Date If, after this mspection the Engmeer does not consider the work substantially complete and ready for its intended use, the Engineer wiil, by written notice, so notify the Contractor giving the reasons therefore Upon receipt of written notice concurring in or denymg substantial completion, whichever �s applicable, the Contractor shall pursue vigorously, diligently and without unauthorized mterruption, the work necessary to reach Substantial and Physical Completion The Contractor shali provide the Engineer with a revised schedule mdicating 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 mspection 1-0511(2) F�na! Inspection and Phys�cai Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a fmal inspection The Engmeer w�ll set a date for final inspection The Engmeer and the Contrac#or will then make a final mspection and the Engineer wdl notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficrencies Corrective work shal! be pursued vigorously, dil�gently, and w�thout interruption until physical completion of the listed deficiencies This process wdl continue untd the Enginee� is satisfied the listed deficiencies have been corrected If action to correct the fisted deficienc�es is not init�ated within 7 days after rece�pt of the written notice listing the deficiencies, the Engmeer may, upon wr�#ten notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exerase of the Engineer's right hereunder Upon correcfion of all deficiencies, the Eng�neer wdl notrfy the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that a{I the obligations of the Contractor under the contract have been fulfilled 1-0511(3) Operational Testing it is the mtent of the Contractmg Agency to have at the Physical Compietion Date a complete and operable system Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution or signal systems, irrigation systems, buddmgs, or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after finai inspection but prior to the physical completion date Whenever items of work are listed in the C�ty of Bremerton BVR and LFR Preseivat�on Pro�ect Contract Documents llt-16 Bremerton Pro�ect No 6187 ' September 2013 D�v�sron 1 , , ' � , , ' C J � ' ' Contract Provisions for operational testmg they shall be fully tested under operating cond�tions for the time period specified to ensure their acceptabdity prior to the Physical Completion Date During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operatmg candition Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engmeer, so that the Engineer may determme their suitability for the purpose for which they were mstalled The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer The costs for power, gas, labor, matenal, supplies, and everythmg else needed to successfully complete operational testing, shall be mcluded in the unit contract pnces related to the system bemg tested, unless specifically set forth otherwise in the proposal Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract 1-0513 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section 1-0515 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read All correspondence from the Contractor shall be directed to the Pro�ect Engineer All ' correspondence from the Contractor constituting any not�fication, notice of protest, notice of dispute, or other correspondence constituting notif�cation required to be furrnshed under the Contract, must be in paper format, hand delivered or sent via mad delivery service to the Pro�ect Engineer's office Electronic copies such as e-mads or electronically delivered copies � of correspondence will not constitute such notice and will not comply with the requirements of the Contract ' ' � ' � � Add the following new section 1-05 16 Water and Power New Sectoon (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item ' City of Br�merton BVR and LFR Preservat�on Pro/ect Contrect Documents 1lI-17 Bremerton Pro�ect No 6187 September 2093 Drv�s�on 1 ' ' Add the following new section 1-0517 Oral Agreements (October 9, 2005 APWA GSP) L� 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, shail affect or modify any of the terms or obligations contained m any of the documents compr�sing the contract Such oral agreement or conversation shall be considered as unofficial information and m no way bmdmg upon the Contractmg Agency, unless subsequentiy put in writing and signed by the Contracting Agency 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following Buy Amereca (August 6, 2012 WSDOT GSP, Opt�on A) in accordance with Buy America requirements contained in 23 CFR 635 410, the ma�or quantities of steel and iron construction material that is permanently incorporated into the pro�ect shall consist of American-made materials only Buy Amenca does not apply to temporary steel items, e g, temporary sheet pdmg, temporary bndges, steel scaffolding and falsework Minor amounts of foreign steel and iron may be utdized in this pro�ect provided the cost of the foreign materiai used does not exceed one-tenth of one percent of the total contract cost or $2,500 00, whichever is greater American-made material is defined as material havmg ail manufacturing processes occurring domestically To further define the coverage, a domestic product is a manufactured steel matenal that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resultmg product does not conform to the Buy America requirements Additionally, products manufactured domestically from foreign source steel billets or iron �ngots do not conform to the Buy America requirements because the initiai melting and m�xing of alloys to create the material occurred in a foreign country Manufacturing begins with the irntial melting and mixing, and continues through the coating stage Any process which modifies the chemical content, the physical size or shape, or the final fmish is considered a manufacturmg process The processes mclude rolling, extruding, machining, bending, grinding, drdling, welding, and coating The action of applying a coating to steel or iron is deemed a manufactur�ng process Coating includes epoxy coatmg, gaivarnzing, aluminizmg, painting, and any other coatmg that protects or enhances the value of steel or iron Any process from the original reduction from ore to the fmished product constitutes a manufactunng process for iron Due to a nationw�de waiver, Buy Amenca does not apply to raw materials (iron ore and alloys), scrap (recycied steel or iron), and pig iron or processed, pelletized, and reduced iron ore C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservat�on Pro�ect 1I1-18 September 2013 Contract Documents Div�sion 1 ' � � ' � , � � � ' ' � ' � �-, � �1 ' , � , , , Ir J � � 1 , �� ' The foliowing are considered to be steel manufacturmg processes 1 Production of steel by any of the following processes a Open hearth furnace b Basic oxygen c Electric furnace d Direct reduction 2 Rolling, heat treatmg, and any other similar processing 3 Fabrication of the products a � c Spinrnng wire into cable or strand Corrugating and roll�ng into culverts Shop fabrication A certification of materials origin wili be required for any items compnsed of, or containing, steel or iron construction materiais prior to such items being incorporated into the permanent work The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-071 Laws to be Observed (Ocfober 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict between different safety regulations, the more stringent regulation shall apply The Washington State Department of Labor and Industries shall be the sole and paramount admirnstrative agency responsible for the admirnstration of the provisions of the Washmgton Industrial Safety and Health Act of 1973 (WISHA) The Contractor shall mamtain 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 estabiish, publish, and make known to all employees, procedures for ensunng immediate removal to a hospital, or doctor's care, persons, inciuding employees, who may have been ' inJured on the proJect site Employees should not be permitted to work on the proJect site before the Contractor has established and made known procedures for removai of in�ured persons to a hospital or a doctor's care ' , C�ty of B►�me�ton BVR and LFR Preservahon Pro�ect Contract Documents lll-19 Bremerton Pro�ect No 6187 September 2013 D�visron 1 ' ' The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or 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, �ncluding safety for ail persons and property in the performance of the work This requirement shall appiy continuously, and not be limited to normal working hours The required or implied duty of the Engmeer to conduct construction review of the Contractor's performance does not, and shall not, be mtended to include review and adequacy of the Contractor's safety measures in, on, or near the pro�ect site 1-07 2 State Taxes Delete this section, mcludmg its sub-sections, in its entirety and replace it with the following 1-07 2 Sales Tax (June 27, 2011 APWA GSP) The Washmgton State Department of Revenue has issued speaal 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 m 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 mclude all Contractor-paid taxes in the unit bid pnces or other contract amounts In some cases, however, state retad sales tax wdl not be included Section 1-07 2(2) describes this exception The Contractmg 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 showmg that all contract-related taxes have been paid (RCW 60 28 051) The Contractmg 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 buildmg, repairing, or improving streets, roads, etc , which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used pnmardy for foot or vehicular traffic This mcludes storm or combined sewer systems within and included as a part of the street or road drainage system and power Imes when such are part of the roadway lighting system For work performed in such cases, the Contractor shall mclude Washington State Retail Sales Taxes in the various unit bid item pnces, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supploes used or consumed m doing the work � �� ' ' �I II � � , L–J � � � , � � � LJ C�ty of BremeRon BVR and LFR Prese►vabon Pro�ect Contract Documents Ill-20 Bremerton Pro�ect No 6187 ' September 2013 D�vrsron 1 C� � ' 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 includes, but is not limited to, the construction of streets, roads, highways, etc , owned by the state of Washington, water mains and their appurtenances, sanitary sewers and sewage disposal systems unless such ' sewers and disposal systems are within, and a part of, a street or road drainage system, telephone, telegraph, electrical power distribution Imes, or other conduits or lines m or above streets or roads, unless such power lines become a part of a street or road lighting system, ' and instaliing or attachmg of any article of tangible personal property m or to real property, whether or not such personal property becomes a part of the realty by virtue of mstallation , For work performed m such cases, the Contractor shail collect from the Contractmg Agency, retail sales tax on the full contract price The Contracting Agency will automatically add this sales tax to each payment to the Contractor For this reason, the Contractor shall not , mclude the retail sales tax m the unit bid item prices, or in any other contract amount sub�ect to Rule 170, with the followmg 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, machinery, equipment, or consumable supplies not integrated into the pro�ect Such sales taxes shall be mcluded in the unit bid item pnces or m any other contract amount 1-07 2(3) Services ' The Contractor shall not collect retad sales tax from the Contractmg Agency on any contract whoily for professional or other services (as defined in Washmgton State Department of Revenue Rules 138 and 244) � 1-07 9 Wages 1 ' �J � �� 1-07 9(1) General Section 1-07 9(1) is supplemented with the following (January 8, 2013 WSDOT GSP) The Federal wage rates incorporated in this contract have been establ�shed by the Secretary of Labor under Urnted States Department of Labor General Decision No WA130001 The State rates incorporated m this contract are appl�cable to all construct�on activities associated with this contract ' City of Bremerton BVR and LFR Prese►vat�on Pro�ect Contract Documents lll-21 Bremerton Pro/ect No 6187 September 2013 D�wsion 1 ' � 1-0711 Requerements for Nond�scrimina#�on Section 1-07 11 is supplemented with the following (August 5, 2013 WSDOT GSP, Opt�on 9) Requirement for Affirmative Action to Ensure Equal Employment Opportunitv (Executive Order 11246) 1 The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein 2 The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows Women - Statewide Timetable Goal Untd further notice 6 9% Minorities - bv Standard Metropolitan Statistical Area (SMSA) Spokane, WA SMSA Counties Spokane, WA 2 8 WA Spokane Non-SMSA Counties 3 0 WA Adams, WA Asotin, WA Columbia, WA Ferry, WA Garfield, WA Lincoln, WA Pend Oredle, WA Stevens, WA Whitman Richland, WA SMSA Counties Richland Kennewick, WA WA Benton, WA Franklin Non-SMSA Counties WA Walla Walla 54 36 Yakima, WA SMSA Counties Yakima, WA 9 7 WA Yakima Non-SMSA Counties 7 2 WA Chelan, WA Douglas, WA Grant, WA Kittitas, WA Okanogan � � ' ' � ' � � I� ,_ i � � ' ' LJ � � ' � Ciry of 8remerton BVR and LFR Preservarion Pro�ect Contract Documents 111-22 Bremerton Prolect No 6187 ' September 2013 D�v►s�on 1 ' � � ' ' � ' , ' 1 � � � , 1 � Seattie, WA SMSA Counties Seattle Everett, WA 7 2 WA King, WA Snohomish Tacoma, WA 6 2 WA Pierce Non-SMSA Counties 6 1 WA Clallam, WA Grays Harbor, WA island, WA Jefferson, WA Kitsap, WA Lewis, WA Mason, WA Pacific, WA San Juan, WA Skagit, WA Thurston, WA Whatcom Portland, OR SMSA Counties Portland, OR-WA WA Clark Non-SMSA Counties WA Cowlitz, 45 38 WA Klickitat, WA Skamania, WA Wahkiakum These goals are applicable to each nonexempt Contractor's totaf on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted pro�ect, contract, or subcontract untd further notice Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opporturnty Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4 3(a), and its efforts to meet the goals The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, m each construction craft and in each trade, and the Contractor shall make a good fa�th effort to employ minorities and women evenly on each of its proJects The transfer of minority or female employees or trainees from Contractor to Contractor or from pro�ect to pro�ect for the sole purpose of ineeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4 Compliance with the goals wdl be measured against the total work hours performed 3 The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation The notification shail list the name, address and telephone number of the Subcontractor, employer identification number of the Subcontractor, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed The notification shall be sent to U S Department of Labor , Office of Federal Contract Compliance Programs Pacific Region Attn Regional Director San Francisco Federal Budding ' 90 — 7th Street, Suite 18-300 San Franasco, CA 94103(415) 625-7800 Phone (415) 625-7799 Fax , Gty of Bremerton BVR and LFR Preservatron Pro�ect Contracf Documents lll-23 Bremerton Pro�ect No 6187 September 2013 D�vrsion 1 1 � Additional mformation may be found at the U S Department of Labor website httq //www dol gov/ofccp/TAquides/ctaquide htm 4 As used m this Natice, and in the contract resulting from this solicitation, the Covered Area is as designated herein Standard Federal Equal EmploVment OpportunitY Construction Contract Specifications (Executive Order 11246) 1 As used in these specifications a Covered Area means the geographical area descnbed in the solicitation from which this contract resulted, b Director means Director, Off�ce of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority, c Employer fdentification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U S Treasury Department Form 941, d Mmority includes (1) Black, a person havmg orrgins in any of the Black Racial Groups of Africa (2) Hisparnc, a fluent Spanish speaking, Span►sh surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Sparnsh ongin (3) Asian or Pacific Islander, a person having origins in any of the original peopies of the Pacific nm or the Pacific Islands, the Hawaiian Islands and Samoa (4) American Indian or Alaskan Native, a person havmg origins in any of the origmal peoples of North America, and who maintain cultural identification through tribal a�liation or community recognition 2 Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involvmg any construction trade, it shall physically include m each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contams the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted 3 If the Contractor is participating (pursuant to 41 CFR 60-4 5) m a Hometown Plan approved by the U S Department of Labor m the covered area either individually or through an association, its affirmative action obiigations on all work in the Plan area (including goals and timetables) shall be m accordance with that Plan for those trades wh�ch have urnons participating in the Plan Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan Each Contractor or Subcontractor participating in an approved Plan is indwidually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan m each trade in which it has employees The C�ty of Bremerton BVR and LFR Preservahon Pro�ect Contract Documents lll-24 1 , ' � ' � � � �, � � � � � ' � ' , Bremerton Pro�ect No 6187 ' September 2013 Drvisron 1 , 1 , ' ' �� overall good faith performance by other Contractors or Subcontractors toward a goal m an approved Plan does not excuse any covered Contractor's or Subcontractor's fadure to take good faith effort to achieve the Plan goals and timetables 4 The Contractor shall implement the specific affirmative action standards prowded in paragraphs 7a through 7p of this Special Provision The goals set forth in the solic�tation from which this contract resulted are expressed as percentages of the total hours of employment and trairnng of mmority and female utdization the Contractor should reasonably be able to achieve m each construction t�ade in which it has employees in the covered area Covered construction contractors performing construction work in geographicai areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed The Contractar is expected to make substantially uniform progress in meetmg its goals �n each craft during the period specified 5 Neither the provisions of any collective bargainmg agreement, nor the failure by a urnon with whom the Contractor has a collective bargaining agreement, to refer either mmorities or women shall excuse the Contractor's obligations under these spec�fications, Executive Order 11246, or the regulations promulgated pursuant thereto 6 In order for the nonworking trairnng hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the trammg period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their trairnng, sub�ect to the avadabdity of employment opporturnties Tra�nees must be trained pursuant to training programs approved by the U S Department of Labor 7 The Contractor shall take specific affirmative actions to ensure equal employment � opporturnty The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action The Contractor shall document these efforts fully, and shall �mplement affirmative action � ' ' t � 1 , steps at least as extensive as the followmg a Ensure and maintain a working env�ronment free of harassment, mtimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work The Contractor, where possible, wili assign finro or more women to each construction pro�ect The Contractor shall specifically ensure that all foremen, supermtendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a workmg environment, with specific attention to minority or female individuals workmg at such sites or in such facdities b Establish and mamtain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to commun�ty organizations when the Contractor or its urnons have employment opporturnties avadable, and mamtain a record of the organizations' responses c Maintam a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or commurnty organization and of what action was taken with respect to each such individual If such individual was sent to the union hiring C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservation Pro�ect !11-25 September 2013 Contract Documents D�v�sion 1 � ' hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken d Provide immediate written notification to the Director when the urnon or unions with which the Contractor has a collective bargaming agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations e Develop on-the �ob trainmg opportunity and/or participate m trairnng programs for the area which expressly include minorities and women, includtng upgradmg programs and apprenticesh�p and tramee programs relevant to the Contractor's employment needs, especialiy those programs funded or approved by the U S Department of Labor The Contractor shall provide notice of these programs to the sources compded under 7b above Dissemmate the Contracto�'s EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meetmg its EEO obligations, by including it in any policy manual and collective bargaining agreement, by publ�cizing it in the company newspaper, annual report, etc , by specific review of the policy with all management personnel and with ali minority and female employees at least once a year, and by post�ng the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed g Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibdity for hiring, assignment, layoff, termination or other employment dec�sions including specific review of these �tems with on-site supervisory personnel such as Superintendents, General Foremen, etc , prior to the initiation of construction work at any �ob site A written record shall be made and mamtained identifying the time and place of these meetings, persons attendmg, sub�ect matter discussed, and disposition of the sub�ect matter h Disseminate the Contractor's EEO policy externally by mciuding it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates domg business Direct its recruitment efforts, both oral and written ta minority, female and commurnty organizations, to schools with mmority and female students and to minority and female recruitment and trairnng organizations serving the Contractor's recruitment area and employment needs Not later than one month prior to the date for the acceptance of applications for apprenticeship or other trairnng by any recruitment source, the Contractor shall send written notification to orgarnzations such as the above, descnbing the openings, screening procedures, and tests to be used m the selection process Ciry of Bremerton BVR and LFR Presenrat�on Pro�ect Contract Documents !11-26 � _J ' � �� LJ � � � ' ' J Bremerton Pro/ect No 6187 ' September 2013 Diws�on 1 � � ' � � � ,� � Encourage present minority and female employees to recruit other mmority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force k Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3 Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate trairnng, etc , such opportunities m Ensure that seniority practices, �ob classifications, work assignments and other � personnel practices, do not have a discriminatory effect by continually morntoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out �� r � � �J � � � � r-� I � n Ensure that all facdities and company activities are nonsegregated except that separate or single-user todet and necessary changing facilities shall be provided to assure privacy between the sexes o Document and maintain a record of all solicitations of offers for subcontracts from mmority and female construction contractors and suppliers, mcluding circulation of solicitations to mmority and female contractor associations and other business associations p Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations 8 Contractors are encouraged to participate m voluntary associations which assist in fulfillmg one or more of their affirmative action obligations (7a through 7p) The efforts of a contractor association, �omt contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the mdustry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work-force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor The obligation to comply, however, is the Contractor's and fadure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance 9 A single goai for minorities and a separate single goal for women have been established The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority Consequentiy, the Contractor may be m violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generaily, the Contractor may be in violation of the Executive Order if a specific mmority group of women is underutilized) , C►ty of Biemerton BVR and LFR P�servat�on Pro/ecf Contract Documents 1/I-27 Bremerton Pro�ect No 6187 September 2013 Diwsion 1 � r, � 10 The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin 11 The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Execut�ve Order 11246 12 The Contractor shall carry out such sanctions and penalties for viotation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementmg regulations by the Office of Federal Contract Compliance Programs Any Contractor who fads to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended 13 The Contractor, in fulfdling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed m paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opporturnty If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4 8 14 The Contractor shall designate a responsible official to morntor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records Records shall at least mclude, for each employee, their name, address, telephone numbers, construction trade, urnon affiliation if any, employee identification number when assigned, social security number, race, sex, status (e g, mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locat�ons at which the work was performed Records shall be maintamed in an easdy understandable and retrievable form, however, to the degree that existmg records satisfy this requ�rement, the Contractors wdl not be required to maintam separate records 15 Nothing herem provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e g, those under the Public Works Employment Act of 1977 and the Commurnty Development Block Grant Program) 16 Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at Washington State Dept of Transportation Office of Equa! Opporturnty PO Box 47314 310 Maple Park Ave SE Olympia WA 98504-7314 Ph 360-705-7090 Fax 360-705-6801 http //www wsdot wa gov/equalopportunity/default htm Gty of Bremerton BVR and LFR Preservabon Pro�ect Contract Documents lll-28 � � � �' �� , � � �� f� � I -1 Bremerton Pro/ect No 6187 � Sepfember 2013 Div�s�on 1 �j � ' �` � ,� �_� �� LJ L_� L! � (May 7, 2012 WSDOT GSP, Opt�on 2) D►sadvantaged Bus►ness Enterpnse Participat�on The Disadvantaged Busmess Enterprise (DBE) requirements of 49 CFR Part 26 apply to this Contract As such, the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide mformation on who submitted a Bid or quote and to report DBE participation quarterly as described elsewhere in these Contract Provisions No preference wili be mcluded m the evaluation of Bids/Proposals, no mmimum level of DBE participation shall be required as a Condition of Award and Bids/Proposals may not be re�ected or considered non-responsive on that basis DBE Goals No DBE goals have been assigned as part of this Contract Affirmative Efforts to Solic�t DBE Partic�pation DBE firms shall have an equal opportunity to compete for subcontracts in which the Contractor enters into pursuant to this Contract Contractors are encouraged to Advertise opporturnties for Subcontractors or suppliers in a timely and reasonably des�gned manner to provide notice of the opporturnty to DBEs capable of performing the Work All advertisements should include a Contract Provision encouraging participation by DBE firms This may be accomplished through general advertisements (e g newspapers, �ournals, etc ) or by soliciting Bids/Proposals directly from DBEs Note A Directory of Certified DBE Firms denotmg the Description of Work the DBE Contractors are certified to perForm is available at www omwbe wa qov/certification/index shtml � The directory provides a piain language on the Description of Work that the listed DBE's have been certified by the Office of Minor�ty and Women's Business Enterprises (OMWBE) to perForm � � 2 Establish delivery schedules that encourage part�cipation by DBEs and other small businesses 3 Participate with a DBE as a �omt venture DBE Eligib�lity/Select�on of DBEs for Report�ng Purposes Only � Contractors may take credit for DBEs utdized on this Contract only if the firm is certified for the Work being performed � Absent a mandatory goal, all DBE participation that is attained on this pro�ect wdl be considered as "race neutral" participation and shall be reported as such � � City of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservahon Pro�ecf lII-29 Sepfember 2013 Contract Documents Drois�on 1 I_ J � Cred�ting DBE Participation for Reporteng Purposes Joint Venture When a DBE performs as a participant in a �oint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE perForms with its own forces shall be credited DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces DBE Subcontractor When a DBE firm participates as a Subcontractor, only that portion of the total dollar value of the Contract equal to the distmct, clearly defined portion of the Work that the DBE performs with its own forces shaii be credited Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment leased by the DBE However, you may not take cred�t supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate In addition, Work pe�Formed by a DBE, util�zing resources of the Pr�me Contractor or its affiliates shall not be credited • In very rare situations, a DBE firm may utdize equipment and/or personnel from a non-DBE firm other than the Prime Contractor or its affiliates Should this situation arise the arrangement must be short-term and have prior written approval from the Office of Equal Opportunity (OEO) The arrangement must not impact a DBE firm's ability to perForm a Commercially Useful Function - - (CUF) - -- --- - - - • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, techrncal, consultant, managerial services, or for providing bonds or msurance • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE � When non-DBE Subcontractor further subcontracts to a lower-tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, so long as it is a distinct clearly defined portion of the Work that the DBE is performing with its own forces + If a firm is not certified as a DBE at the time of the execution of the contract, their participation cannot be counted toward any DBE goals City of Bremerton Bremerton Pro/ect No 6187 BVR and LFR Preservat�on Pro�ect 1/1-30 September 2013 Contract Documents Diws�on 1 � �� - -� � � � � ,� �� r � � C� � ,�� ' � � � � L_.1 � � � � � � Trucking Use the followmg factors in determirnng DBE credit and whether a DBE trucking company is performmg a Commeraally Useful Function (CUF) 1 The DBE must be responsible for the management and superv�sion of the entire truckmg operation for which credit is bemg claimed 2 The DBE must itself own and, with its own workforce, operate at least one fully I�censed, msured, and operat�onal truck used on the Contract 3 The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, msures, and operates with dr�vers it employs For purposes of this requirement a lease must indicate that the DBE has exclusive use of and control over the truck This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first pnor►ty for use of the leased truck Leased trucks must display the name and identification number of the DBE 4 The DBE may lease trucks from another DBE firm including an owner- operator provided they are certified as a DBE for trucking The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract 5 The DBE may also lease trucks from a non-DBE firm and may enter into an agreement with an owner-operator who is a non-DBE The DBE shall only receive credit for the number of additional non-DBE trucks equal or less than the number of DBE trucks the firms owns or has leased/subcontracted through another DBE trucking company The DBE must control the work of the non-DBE trucks If the non-DBE is perForming the Work without supervision of that Work by the DBE, the DBE is not perFormmg a Commercially Useful Function (CUF) 6 In any lease or owner-operator situation, as descnbed in requirement #4 and #5 above, the following rules shall apply a A wntten lease/rental agreement is required far all trucks leased or rented, documenting the ownership and the terms of the agreement The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load) Ail lease agreements shali be for a long-term relationship, rather than for the mdividual proJect (This requirement does not apply to owner-operator arrangements ) b Only the veh�cle, (not the operator) may be leased or rented (This requirement does not apply to owner-operator arrangements ) 7 Credit may only be claimed for DBE trucking firms operatmg under a subcontract or a written agreement approved by the Contracting Agency prior to pertorming Work C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservahon Pro�ect lll-31 September 2013 Contract Documents D�ws�on 1 � Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the followmg Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articies, or equipment required under the cont�act A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and matenals to make them suitable for construction use before reselling them In order to receive credit as a DBE Manufacturer, the firm rnust be certified by OMWBE as a manufacturer m a NAICS code that falls withm the 31XXXX to 33X�CX classification Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer Rules applicable to regular dealer status are contained in 49 CFR Part 26 55 e 2 To be considered a regular dealer you must meet the followmg criteria 1 WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or mamtains a store, warehouse, or other establ�shment m which the materials or supplies required for the perFormance of the Contract and descr�bed by the speafications of the Contract are bought, kept �n stock and -- regularly sold or leased to the publ�c in the usual course of business 2 Sixty percent (60%) of the cost of materials or suppiies purchased from an approved reguiar dealer may be credited as DBE participation Regular dealer status is granted on a contract-by-contract basis A firm wishing to be approved as a regular dealer for WSDOT contracted pro�ects or Highways & Local Program admirnstered pro�ects must submit a request in writing to the OEO no later than seven days prior to bid opening Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the fi�m's qualifications If it is determined that the firm quali�es as a regular dealer the OEO will list the firm on an approved regular dealers List The list may be accessed through the OEO Home website is at www wsdot wa gov/equalopportunitv Note Requests to be listed as a regular dealer wdl only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises m a NAICS code that fall withm the 42X�CX NAICS Wholesale code section C�ry of 8remerton Bremerton Pro�ect No 6187 BVR and LFR Preservat�on Pro/ect !11-32 September 2013 Contract Documents D►v�s�on 1 � ' �` � �� ,� L� `�J � � i � L� � Materials or Supplies Purchased from a DBE With regard to materials or suppl�es purchased from a DBE who is neither a manufa�turer nor a regular dealer you may claim credit for the following 1 Fees or commissions charged for assistance m the procurement of the materials and supplies 2 Fees or transportation charges for the delivery of materials or supplies In either case, you may not take credit for any part of the cost of the matenals and supplies Joint Checking Allowance Prime Contractors and DBEs must receive pre-approval by the OEO before using a �oint check Joint check requests shall be submitted, by the Prime Contractor to the Contractmg Agency for approval When requestmg approval for use of a �omt checking allowance, the Contractor must distribute a wntten �oint check agreement among the parties (including the suppliers involved) providmg full and prompt disclosure of the expected use of the �oint checks The agreement shall contain all the information concerrnng the parties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs The �oint check request shali be submitted to the Contracting Agency for approval prior to signing the Contract agreement The followmg are some general conditions that must be met by all parties regarding �oint check use a It is understood the Prime Contractor acts as the guarantor of a �oint check b The DBE's own funds are used to pay supplier of materials The Prime Contractor does not make direct payment to supplier In order to be performing a Commercially Usefui Function (CUF), the DBE must release the check to the supplier (paymg for the materials it-self and not be an extra participant in a transaction) c If the Pnme Contractor makes �oint checks avadable to one DBE Subcontractor, the service must be made available to all Subcontractors (DBE and non-DBE) d The relationship between the DBE and its suppliers should be established � independently of and without interference by the Prime Contractor The DBE has final decision-making responsibdity concerning the procurement of materials and supplies, includmg which supplier to use � � , e The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and/or certification statements of payment if requested by the Contracting Agency f The DBE remains responsible for all other elements of 49 CFR 11 26 55(c) (1) City of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservatron Pro�ect lll-33 September 2013 Contract Documents Drwsion 1 �� Failure by the Prime Contractor to request and to recewe prior approval of a �oint check arrangement wdl result m the �omt check amount not countmg towards the Prime Contractor's DBE goal Commercially Usefui Function (CUF' In any case, you may only take credit when the associated DBE that is determined to be perForming a Commercially Useful Function (CUF) � A DBE performs a CUF when it is responsible for execution of a distinct element of Work and is carrymg out its responsibilities by performmg, managmg and supervismg the Work mvolved The DBE must also be responsible with respect to materials and supplies used on the Contract For example, negotiating price, determirnng quality, determin�ng quantities, ordering, installmg (if applicable) and paymg for the matenal itself • A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, Contract, or pro�ect through which funds are passed Procedures Between Award and Execution After award and pnor to Execution of the Contract, the successful Bidder shall provide additional information as described below Failure to comply may result in the forFeiture of the Bidder's Proposa( bond or deposit A list of all firms who submitted a Bid or quote in an attempt to participate in this pro�ect whether they were successful or not Include the correct business name, federal employer identification number (optional) and a mading address The firms identified by the Prime Contractor may be contacted by Contracting Agency to solicit general information as foliows 1 Age of the �rm 2 Average of its gross annual receipts over the past three years Procedures after Execution Reportmg Quarterly Report of Amounts Cred�ted as DBE Partic�pation Form #422-102 The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422-102 EF) on a quarterly basis for any calendar quarter m which DBE Work is accomplished or upon completion of the pro�ect, as appropriate This is a record of payments to the DBE that the Prime Contractor is taking credit for as DBE participation The dollars reported as specified in Creditmg DBE Participation for Reportmg Purposes section of this contract provision Ciry of Bremerton BVR and LFR Preservatron Pro�ect Contract Documents ll!-34 Bremerton Pro�ect No 6187 ' September 2013 D►ws►on 1 � � � �' In the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower-tier Subcontractor or supplier), then the Pnme Contractor shall obtain the quarterly report, mcluding the signed affidavit, from the paymg entity and submit the report to the Contractmg Agency Payment � Compensation for all costs associated with complying w�th the conditions of this specification shall be included in payment for the associated Contract items of Work � Prompt Payment ' Prompt payment to all Subcontractors shall be in accordance with Section 1-08 1(1) of the Contract Provisions �� ,� � � � �� Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origm, or sex in the performance of this Contract The Pr�me Contractor shall carry out applicable requirements of 49 CFR Part 26 m the award and administration of Contracts, which contain funding assistance from the Urnted States Department of Transportation Failure by the Prime Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the Contracting Agency deems appropriate (July 1, 2013 WSDOT GSP, Opt�on 6) Smal/ Bus�ness Enterpr�se Parf�c�pat�on The Small Business Enterprise (SBE) Program is an element of the Disadvantaged Business Enterprise (DBE) Program m accordance with the requirements of 49 CFR Part 26 39 As such, the requirements of this contract establish affirmative efforts to utdize SBE certified firms on construction pro�ects No preference wdl be included in the evaluation of Bids/Proposals No mmimum level of SBE participation shall be required as a Condition of Award and Bids/Proposals may not be re�ected or considered non responsive on that basis Voluntary SBE Goals A voluntary goal amount of ten percent of the Contract bid amount is established � The goal is voluntary, but achievement of the goal is encouraged No preference wdl be included in the evaluation of bids/proposals Bidders may contact the Washington State Office of Minority and Women's Business Enterprises (OMWBE) � at 360-664-9750 or visit www omwbe wa gov to obtain information on certified SBE firms � � � Required SBE Part�cipation Plan The Contractor shall submit a SBE Participation Plan prior to commencing contract work Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not For SBE Participation Plan Drafting Guidelines, please visit www wsdot wa gov/equalopportunity ' C�fy of Biemerton BVR and LFR Prese►vation Pro�ect Contracf Documents lll-35 Bremerton Pro/ect No 6187 September 2013 D�vrs�on 1 � � Defenitions Regardless of race or gender, a SBE is one certified by OMWBE as such, where the firm's • Three year averaged gross receipts are less than $22 41 million dollars, with smalter mdustry standards applicable • Is at least 51 % owned and controlled by an individual or individuals with a personal net worth less than $1 32 mdlion dollars • A Micro Small Business Enterprise is a firm certified as an SBE with 40 average gross receipts for three years less than one million dollars 1-07 12 Federal Agency Inspectoon Section 1-07 12 is supplemented with the following (July 30, 2012 WSDOT GSP, Opf�on 1) Requ►red Federa! A�d Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 supersede any conflictmg provisions of the Standard Speafications and are made a part of this Contract, provided, however, that if any of the provisions of FHWA 1273 are less restrictive than Washmgton State Law, then the Washmgton State Law shall prevad The provisions of FHWA 1273 included in this Contract require that the Contra�tor insert the FHWA 1273 in each Subcontract, together with the wage rates which are part of the FHWA 1273 Also, a clause shall be included in each Subcontract requiring the Subcontractors to --- insert the FHWA 1273-thereto in any lower tier Subcontracts, together with the wage rates The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors For this purpose, upon request to the Pro�ect Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the applicable wage rates, and this Special Provision 1-0713 Contractor's Responsibil�ty for Work 1-0713(4) Repair of Damage Section 1-07 13(4) is revised to read (August 6, 2001 WSDQT GSP) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engmeer For damage qualifying for relief under Sections 1-0713(1), 1-07 13(2) or 1-07 13(3), payment will be made in accordance with Section 1-04 4 Payment wdl be limited to repair of damaged work only No payment will be made for delay or disruption of work C�ty of Bremerton BVR and LFR Preservatron Pro�ect Contract Documents ll/ 36 � �� ,� � �� ' �� _ � � � �'� �� Bremerton Pro�ect No 6187 � September 2013 D�v►s�on 1 � � � 1-07 17 Ut�lities and Similar Facilit�es � � �� Section 1-07 17 is supplemented with the following (Aprd 2, 2007 WSDOT GSP, Opt�on 1) Locations and dimensions shown in the Plans for existing facditres are in accordance with availabfe information obtained without uncovenng, measurmg, or other verification The following addresses and telephone numbers of utility companies known or suspected of having facdities within the pro�ect limits are supplied for the Contractor's convenience *** Storm Drainage City of Bremerton Contact Gunnar Fridnksson, 3027 Olympus Drive Bremerton, WA 98310-4799 (360) 473-2354 Water/Sanitary City of Bremerton Contact Ned Lever, P E 3027 Olympus Drive Bremerton, WA 98310 (360) 473-2398 � � � � � � 1-07 23 � 1-07 23(1) �� Gas Cascade Natural Gas Co Contact Mike Dunn 6313 Kitsap Way Bremerton, WA 98310 (360) 373-1403 Fober Optic Cable Convergence Technologies Contact John Stockwell 900 Sheridan Road Bremerton, WA 98310 (360) 405-1231 Public Convenience and Safety Construction Under Traffic Power Puget Sound Energy Contact Tom Brobst 6522 Kitsap Way Bremerton, WA 98312 (360) 475-7020 Cable Comcast Contact Jim LeCompte 1225 Sylvan Way Bremerton, WA 98310 (360) 340-1288 Fiber Optic Cable Kitsap Co PUD Contact Matt Hensen 1431 Finn Hill Road Poulsbo, WA 98370 (360) 509-8925 *** Section 1-07 23(1) is supplemented with the following (January 2, 2012 WSDOT GSP, Option 2) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies durmg workmg and nonworking hours The WZCZ applies only to temporary roadside obJects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements � C�ty of Br�merton BVR and LFR Preservabon Pro�ect Contract Documents Telephone Qwest P E Contact Dan O'Toole 611 6th Street Bremerton, WA 98337 (360) 478-5930 lll-37 Bremerton Pro�ect No 6187 September 2013 Div►s�on 1 � Durmg nonworking hours equipment or materials shall not be withm the WZCZ unless they are protected by permanent guardrad or temporary concrete barrier The use of temporary concrete barner shall be permitted only if the Engineer approves the installation and location During actual hours of work, uniess protected as described above, only materials absolutely necessary to construction shall be withm the WZCZ and only construction vehicles absolutety necessary to construction shall be ailowed within the WZCZ or allowed to stop or park on the shoulder of the roadway The Contractor's nonessential vehicfes and employees private vehicles shall not be permitted to park withm the WZCZ at any time unless protected as described above Deviation from the above requirements shall not occur unless the Contractor has requested the deviation m writing and the Engmeer has provided written approval Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows Regulatory Distance From Posted Speed Traveled Way Feet 35 m h or less 10 * 40 m h 15 45 to 55 m h 20 60 mph or 30 reater 1-08 " or 2-feet beyond the outside edge of sidewalk _ _ Minimum Work Zone Clear Zone Distance __ _ PROSECUTION AND PROGRESS Add the following new section 1-08 0 Prelimmary Matters (May 25, 2006 APWA GSP) Add the followmg new section New Sect�on 1-08 0(1) Preconstruct�on Conference New Section (October 90, 2008 APWA GSP) Prior to the Contractor beginrnng the work, a preconstruction conference will be held between the Contractor, the Engmeer and such other interested parties as may be mvited The purpose of the preconstruction conference wiil be 1 To review the initial progress schedule, 2 To establish a working understandmg among the various parties associated or affected by the work, C�ty of Bremerton B�emerton Pro�ect No 6187 BVR and LFR Preservahon Pro/ect lll-38 September 2013 Contract Documents D�v�s�on 1 �� ' �� J �� LJ � 3 To establish and review procedures for progress payment, notifications, approvals, submittals, etc , 4 To estabiish normal working hours for the work, 5 To review safety standards and tra�c control, and 6 To discuss such other related items as may be pertinent to the work The Contractor shall prepare and submit at the preconstruction conference the followmg 1 A breakdown of all lump sum items, 2 A preliminary schedule of working drawing submittals, if applicable, and 3 A list of material sources for approval, if applicable Add the followmg new section 1-08 0(2) Hours of Work New Section (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contractmg Agency, the normal straight time workmg hours for the Contract shall be any consecutive 8-hour period between 7 00 a m and 6 00 p m of a workmg day with a maximum 1-hour lunch break and a 5-day work week The normal straight time 8-hour working period for the Contract shali be established at the preconstruction conference or prior to the Contractor commencmg the work 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 6 00 p m on any day, or longer than an 8-hour penod on any day The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requestmg permission to work Permission to work befinreen the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 10 00 p m and 9 00 a m on weekends or holidays may also be sub�ect to noise controi requirements Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or ad�oining property owners regarding the noise from the Contractor's operations The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal � straight time working hours Monday through Fnday 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 �j � • The Engmeer may require designated representatives to be present during the work Representatives who may be deemed necessary by the Eng�neer mclude, but are not limited to survey crews, personnel from the Contracting Agency's material testmg lab, inspectors, and other Contraeting Agency employees when in the opirnon of the Engineer, such work necessitates their presence • On non-Federal aid pro�ects, requiring the Contractor to reimburse the Contracting � Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times ' City of Bremerton Bremerton Pm/ect No 6187 BVR and LFR Proservabon Pro�ect IIl-39 September 2013 Contract Documents Drv►s�on 1 � • Considermg the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour per�od 1-081 Subcontractmg Section 1-08 1 is suppiemented with the following (October 12, 1998 WSDOT GSP, Option 1) Prior to any subcontractor or lower tier subcontractor beginn�ng work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004 EF) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed This certification shail also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the fo�lowing documents have been completed and subm�tted to the Engineer 1 Request to Sublet Work (Form 421-012 EF), and 2 Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal- aid Pro�ects (Form 420-004 EF) The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency durmg the life of the contract and for a period of not less than three years after the date of acceptance of the contract The Contractor shall retam these records for that period The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to s�milar mspection or audit for the same time period 1-08 1(1) Subcontract Completion and Return of Reta�nage Withheld Section 1-081(1) is revised to read (June 27, 2011 WSDOT GSP, Opt�on 1) The following procedures shall apply to all subcontrac#s entered into as a part of this Contract Requirements 1 The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment frorn the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therem 2 Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed City of Bremerton Bremerton Profect No 6187 BVR and LFR Preservat►on Pro�ect lll-40 September 2013 Contrect Documents Divis�on 1 � � � � ,�, t__1 � � �� ' � � � �J �' � � 3 For purposes of this Section, a Subcontractor's work �s satisfactordy completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testmg 4 Fadure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the followmg a Withholding of payments untd the Prime Contractor or Subcontractor complies b Failure to comply shall be refiected in the Prime Contractor's Performance Evaluation c Cancellation, Termination, or Suspension of the Contract, in whole or in part d Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes Cond�t�ons This clause does not create a contractual relationship between the Contractmg Agency and any Subcontractor as stated in Section 1-08 1 Also, it is not mtended to bestow upon any Subcontractor, the status of a third-party beneficiary to the Contract between the Contracting Agency and the Contractor Payment The Contractor w�ll be solely responsible for any additional costs involved in paymg retainage to the Subcontractors Those costs shall be madental ta the respective Bid Items 1-08 4 Prosecut�on of Work Delete this section in its entirety, and replace it with the following 1-08 4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed wdl be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency The Contractor shall not commence with the work 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 m writmg The Contractor shall ddigentiy pursue the work to the physical completion date within the time specified in the contract Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibdity to complete the work within the time(s) specified m the contract When shown m the Plans, the first order of work shall be the installation of high wsibdity fencmg to delineate all areas for protection or restoration, as described in the Contract Installation of high visibility fencing ad�acent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-101(2) Upon construct�on of the fencing, the Contractor shall request the Engineer to inspect the fence No other work shall be performed on the site until the Contracting Agency has accepted the instaltation of high visibdity fencing, as described in the Contract � C�ty of Bremerton BVR and LFR Pr�servat�on Pro/ect Contract Documents lll-41 Bremerton Pro�ect No 6187 September 2013 D�v�s�on 1 � 1-08 5 Time for Completion Section 1-08 5 is supplemented with the following (March 13, 1995 WSDOT GSP, Opt�on 7) This pro�ect shall be physically completed within ***30*** working days 1-08 9 L�qu�dated Damages (August 94, 2093 APWA GSP) Revise the fourth paragraph to read When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete The Engineer wdl notify the Contractor in writmg of the Substantial Completion Date For overruns in Contract time occurnng after the date so established, the formula for liquidated damages shown above wdi not apply For overruns m Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the pro�ect until the actual Physical Completion Date of all the Contract Work The Contractor shall complete the remaining Work as promptly as possible Upon request by the Pro�ect Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract 1-09 MEASUREMENT AND PAYMENT Add the followmg new section 1-09 9(1) Reta�nage __ Section 1-09 9(1) content and_title is deleted and replaced with the following (June 27, 2019 WSDOT GSP) Vacant 1-10 1-10 2 1-10 2(1) TEMPORARY TRAFFIC CONTROL Traff�c Control Management General Section 1-10 2(1) is supplemented with the following - - - - -� (December 1, 2008 WSDOT GSP, Option 1) Only training with WSDOT TCS card and WSDOT trainmg curriculum is recognized m the State of Washmgton The Traffic Control Supervisor shall be certified by one of the following The Northwest Laborers-Employers Training Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 C�ty of Bremerton BVR and LFR Preservation Pro�ect Contract Documents lll-42 �.J � � u �� ,� Bremerton Pro�ect No 6187 � September 2013 Drvrsion 1 �� ' � � � � � � � � Evergreen Safety Council 401 Pontius Ave N Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Trairnng Dept Toll Free (877) 642-4637 Phone (540) 368-1701 1-10 4 Measurement 1-10 4(1) Lump Sum Bid for Pro�ect (No Unit Items) Section 1-10 4(1) is supplemented with the following (August 2, 2004 WSDOT GSP) The proposai contains the item "Pro�ect Temporary Traffic Control," lump sum The provisions of Section 1-10 4(1) shall apply END OF DIVISION 1 C�ty of Bremerton BVR and LFR Preservabon Pro�ect Contract Documenfs !11-43 Bremerton Pro/ect No 6187 September 2013 D�wsron 1 , I � � � 5-04 � 5-04 3 � 5-04 3(5) DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT Construction Requirements Conditson�ng of Existing Surface 5-04 3(5)E Pavement Repair � The second paragraph of Section 5-04 3(5)E is revised to read as follows The minimum depth of pavement repair excavation shall be 12 inches This will allow for � 8 mches of CSTC and 4 inches of HMA Class 1/2 inch Any excavation below 12 inches wdl , be paid as unsuitable foundation excavation includrng haul � � � � � � � � � � The minimum and maximum width of any pavement repair shail be determmed in the field by the Engineer Before any excavation, the existing pavement shall be saw cut or shall be removed by a pavement grinder Placement of HMA shall be in two separate 2-inch compacted lifts Section 5-04 3(5)E is supplemented with the following As directed by the Engineer, areas of asphalt concrete pavement disturbed by the Contractor's operations shall be repaired as shown m the Plans to the limits determined by the Engineer The placing and compaction of the trench backfill, and the preparation and compaction of the subgrade shall be in accordance with the requirements of the various applicable sections of the Standard Specifications, Specia! Prov�sions, and the detail in the Plans Before the patch is constructed, all pavement cuts shall be trued so that the margmal lines of the patch will form a rectangle with reasonably straight edges and vertical faces After the subgrade has been prepared, Hot Mix Asphalt shall be placed to a thickness as shown in the Plans or as directed by the Engmeer The edges of the existing asphalt pavement and castings shall be pamted with hot asphalt cement or asphalt emulsion immediately before placmg the asphalt patching material The asphalt shall then be placed, leveled, and compacted to conform to all the ad�acent paved surfaces Immediately thereafter, all �oints between the new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphait solidifies The material for tacking the bottom and sides of patches for asphalt concrete shall be CRS 2 catiornc emulsified asphalt per Section 9-02 1(6) of the Standard Speci�cations For seaimg the edges after placmg the asphalt concrete patch, the Contractor shall use a light cutback, AR4000 cunng liquid asphalt, and then sand the surFace to prevent tracking � C►ty of Bremerton BVR and LFR Preservat�on Pro/ect Contract Documents lll-45 Bremerton Pro�ect No 6187 September 2013 D►ws►on 5 � 5-04 3(7) Preparat�on of Aggregates 5-04 3(7)A Mix Design Delete this section and replace it with the following 1 Generai Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content m 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 des�gn meets the requirements of Sections 9-03 8(2) and 9-03 8(6) HMA accepted by nonstatistical evaluation requires a m�x 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 shali the paving begin before the determination of anti-strip requirements has been made Anti-strip requirements will be determined by a Testmg by WSDOT m accordance with TM 718 b Testing 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 will require the approval of the Pro�ect Engineer and may be made per Section 9-03 8(7) 2 M�x Design Verification Verificatron shall be accomplished by one of the following processes a The contracting agency will perform tests to verify the mix design in accordance with the Field VerrFication Testing Process b Reference a mix design that has been previously verified by the Field Venfication Testing Process or ver�fied by WSDOT State Materials Lab on a previous pro�ect c PerForm Field Verification Testmg on a sample of HMA provided by the Contra�tor 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 matenals and sources are the same as those shown on the original mix design 3 F�eld Ver�f�cat�on Testing Process The Contracting agency wili collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures a The Contractmg agency will test one Production Sample in accordance with section 5-04 3(8)A for �eld verification per the requirements of Section 9-03 8(7) C►ry of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Presenrabon Pro/ect lll-46 September 2013 Contract Documents D�ws�on 5 I I� 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 wiil 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 will be used �n the caiculation of the CPF the maximum CPF shail be 1 00 �'� i �� i j �' � �� 4 Prior to the first day of paving, six Igrntion Furnace Calibration Samples shall be obtained 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 sampies shall be prepared in accordance with WSDOT SOP 728 5 Design and Performance — Asphalt F�ber Additive a The design of the pavement shall be in accordance with the 1993 American Association of State Highway and Transportation Officials (AASHTO) Gu�de for Design of Pavement Structures or the Mechanistic-Empirical Pavement Design Guide (MEPDG) A b The des�gn of the pavement shall be based on the followmg parameters 1 AASHTO The Fiber Enhanced A C Layer Coefficient = 0 53 (min ) 2 MEPDG Average Modular Value = 1 44 c Enhanced A C layer coe�cients and modular value shall be calibrated and validated with the results of full scale laboratory, field and/or accelerated pavement testing where actual remforced A C sections are tested against control unreinforced A C sections Testmg of the fiber enhanced A C material must be done at a certified DOT, University, or other credible testing facility in the Urnted States Test results and contacts of those involved in the testing must be provided with the submittal described below i�!� r - I (� �� B d Any submittai for an alternative fiber additive must be submitted at least 2 weeks m advance of the bid date and must be accompanied with the followmg 1 A design signed and sealed by a professional eng�neer registered to practice in the country, state or province in which the pro�ect is located 2 A written statement from the alternat�ve pavement design engineer-of- record that the design is based on the AASHTO 1993 Pavement Design Guide and utdizes an enhanced A C layer coefficient that has been properly calibrated and validated for the reinforcement of reinforcement of A C pavement in accordance with this Section 3 Reports and study results from cal�bration and validation tests along with contacts of those involved m testing 4 A list of at least 3 pro�ects with pro�ect contacts that have used the fiber additive m a similar A C pavement application C�ty of Bremerton BVR and LFR Presenration Pro�ect Confract Documents !11-47 Bremerton Pro�ect No 6187 September 2013 D�visron 5 � I� �� i Paving of asphalt concrete driveways shall be completed as to mm�mize disruption of `' 1' access to the associated property 5-04 4 Measurement Section 5-04 4 is supplemented with the following Pavement repair includes work not specifically identified on the Plans Pavement repair wiil be specif�caliy marked in the field by the City The quantity in the bid item for "Pavement Repair" is an estimated quantity The Contractor shall be paid for only the actual amount of pavement repair required by the Engmeer Section 1-04 4 shall not apply Pavement repair shall be accordmg to Bremerton Standard Drawing 3155 5-04 5 Payment Section 5-04 5 is supplemented with the following "Fiber Reinforced HMA CL 1/2 In PG 64-22", perton "Pavement Repair", per square yard The urnt contract price per square yard for "Pavement Repair" shall be full pay for performing the work as specified, mcluding, but not limited to, all costs for saw cutting, excavation to a depth of 12 inches, hauling and disposal of mater�als, furrnshmg, placing, and compacting HMA Class 1/2 PG 64-22 Payment for installation of crushed surfacing top course shall be paid under that bid item END OF DiVISION 5 (�1 � � jr � �_� � 4 I �4 �� LJ Ig � �� L� 1 If;� City of Bremerton BVR and LFR Preservahon Pro�ect Contract Documents lll-52 !1 Bremerton Pro�ect No 6187 � I Septembe� 2013 -� Drvis�on 5 �`� LJ � � � �J � � � � ,� CJ � � � � �J lJ � (August 5, 2013) STANDARD PLANS The State of Washington Standard Plans for Road, Bridge and Murncipal 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 Smgle Slope Barrier, 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), refe�ence C-14a is revised to C-70 10 B-10 20 and B-10 40 Substitute "step" in lieu of "handhold" on plan B-25 20 Add Note 7 See Standard Specification Section 8-04 for Curb and Gutter requirements B-90 40 Offset & Bend details, 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 Connec#ion Detail, cal►out 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-75 10-00 Elevation, 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 reinforcing steel m accordance with Standard Specification 6-10 3 " � City of Breme►ton BVR and LFR Preservatron Pro/ect Contract Documents I!I-53 Bremerton Pro�ect No 6187 September 2013 Standard Plans � C-75 20-00 Elevation, callout for premolded �oint filler, revise 1/4" to 3/8", Note 1, revise 1/4" to 3/8" The Weided 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 reinforcmg 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 rev�sed to read "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10 3 " C-80 10-00 The Welded Wire Reinforcing Substitution Option Table is deleted The note, ""Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10 3 " C-80 20-00 The Welded Wire Re�nforang Substitution Optian Table is deleted The note, ""�ptional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read "Steel Welded Wire Remforcement Deformed, for Concrete may be substituted for reinforcing steel m accordance with Standard Specification 6-10 3 " C-80 30-00 The Welded Wire Re�nforcing 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 Remforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10 3 " C-80 40-00 The Welded Wire Reinforcmg 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-85 14 General Notes, Note 1, reference to Standard Plan C-13 �s 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►ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservation Pm�ect lll-54 September 2013 Contract Documents Standard Plans � � � �J �� C-85 16 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70 10 C-85 18 General Notes, Note 1, reference to Standard Pian C-13 is revised to C-70 10 C-85 20 General Notes, Note 3, reference to Standard Plan C-13 is 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 !s revised to read, "See Standard Plan F-30 10 for Curb Expansion and Contraction Joint spacing and see Standard Specif�cation section 8-Q4 and 9-04 for additional requirements " F-10 62 Pian 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 revised to read, "Sidewalk (See Contract)" � Section, top middle of sheet, dimension, Sidewalk — 6' — 0" MIN (See Contract) is revised to read, "Sidewalk (See Contract)" � C.� � � � � � F-80 10 callout, top middle of sheet, Match Sidewalk Width See Contract Plans � 4' — 0" MIN is revised to read, "Match S�dewalk Width See Contract Plans" dimension, PLAN VIEW TYPE 2, (2 places), 4' — 0" MIN, �s 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 View, caliout, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Mm Each End, W/ 2 Washers & 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " is revised to read, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Min Each End, W/ 2 Washers & 6 Heavy Hex Nuts � Galvanize 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, W/ 2 Washers & 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min " is revised to read, "Anchor Rod � 1-3/4" Diam x 4'-4" Threaded 8" Min Each End, W/ 2 Washers & 6 Heavy Hex Nuts � Galvan�ze Exposed Anchor Rod End for 1'-0" Min " C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Presenrat�on Pro�ect lll-55 September 2013 Contract Documents Standard Plans � 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 J-3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J-6C ° is revised to read "SEE STANDARD PLAN J-10 10 " Sheet 2 of 2, Plan View of Service Cabmet 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 couplmg The conduit contairnng unfused utility conductors shall extend into the utility chase is revised to read "The contractor shall mstall the conduits in the locations shown Conduits shall extend 2" min above the coupling The grounded end bushing on GRS conduit and the end bell bush�ng on PVC conduit shall extend 3" max above the coupimg The conduit conta�rnng unfused utdity conductors shall extend into the utdity chase " Note 4 The cabinets shall be attached to the foundation with 4 each 1/2" X 12" x 2" x 4" hot dip galv anchor bolts, washers, and nuts Stamless 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 galvarnzed after fabrication in accordance with AASHTO M 232 Stainless 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 — Galvanized per AASHTO M 232 is revised to read, "Anchor bolts, washers, and nuts conforming to Section 9-06 5(1) and galvanized after fabrication in accordance with AASHTO M 232 " J-15 10 Elevation View (3x), Depth dimension, reads, "Depth � See Std Spec 9-20 3(94)E and Contract", revised to read, "Depth � See Std Spec 8-20 3(13)A and ContracY' J-15 15 General Notes, Note 3, reference to Standard Plan J-7c is revised to J-27 15 C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservahon Pro�ect ll!-56 September 2013 Contract Documents Standa►d Plans � � � � � J-16b Deleted J-16c Deleted J-20 10-02 Foundation Detail, 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 J-20 11-01 � Sheet 1, View A, callout, "1/2° 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 bolY' � � � C� . C� Section B, callout, "1/2" diameter steel hex nut, with 1/2" flat washer, (2) required per anchor bolt" is rewsed to read, 1/2° diameter steei heavy hex nut, with 1/2" flat washer, (2) required per anchor boit Sheet 2, Elevation, callout, "Anchor bolt 1/2" x 28" full thread �(4) required 1/2" hex nuts � (4) required per anchor boit" is revised to read Anchor bolt 3/4" x 36" full thread �(4) required 3/4" heavy hex nuts �(4) required per anchor bolt" J-20 16 Elevation, callout, "1/4" Premolded Joint Filler" is revised to read, "3/8" Premolded Jomt Fdler" Add General Note 9"Junction Box servmg the Standard shall preferably be located 5' — 0" (10' — 0" Max ) from the Standard " J-21 10-03 � Sheet 1, Round Concrete Foundation Detail, 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, Square Concrete Foundation Detail, 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 � mirnmum 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 � mirnmum 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 C�ty of Bremerton Bremerton Pro�ect No 6187 BVR and LFR Preservation Pro�ect l�1-57 September 2013 Contrect Documents Standard Plans � u Sheet 2, Round Concrete Foundat�on Detail, Elevation, callout, "Anchor Boits �(4) req'd per assembly (Typ )" is revised to read, Anchor Bolt 314" x 30" fuli thread �(4) req'd per assembiy (Typ )" Caliout, "3/4" hex nuts, steel �(4) req'd per anchor bolY' 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 rev�sed to read, 6'-0" 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, "Drdl and Tap for 1/4" Diam Cap Screw, 3 Places, @ 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 Details" J-29-16 Title, "Camera Pole Standard Detads" is revised to read, "Camera Pole Details" J-60 14 All references to J-16b (6x) are revised to read, J-60 11 J-75 40 Monotube Sign Structure, elevation, cailout — EQUIPMEiVT GROUNDING CONDUCTOR � SIZE PER NEC MINIMUM SIZE # 8 Is revised to read, EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC minimum size # 4 AWG Detad C, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, S(ZE PER NEC MIN SIZE # 8 Is revised to read, EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC mirnmum 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 MINIMUM SIZE # 8 Is revised to read EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC minimum size # 4 AWG Detail D, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN SIZE # 8 City of Bremerton Bremerton Pro/ect No 6187 BVR and LFR Preservat�on Pro�ect lll-58 September 2013 Contract Documents Standard Plarrs � � � � � � � � C � � � � � �� Is revised to read EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC mirnmum size # 4 AWG Detail C, callout — Stamless 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 wi S S Washer, space approx 9" O C, liberally coat the threads with Anti-seize compound" � J-90 10 Section B, callout, "Hardware Mounting Rack � S S 1-5/8" Slotted Channei" is revised to read "Hardware Mounting Rack (Typ )� Type 304 S S 1-5/8" Slotted Channel" � L� LJ J-90 20 Section B, callout, "Hardware Mounting Rack (Typ )� S S 1-5/8" Slotted Channel" is revised to read "Hardware Mountmg 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 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 appraval date shown in the lower right-hand corner of that plan Standard Plans showing different dates shall not be used in this contract � � � � LJ A-10 10-00 A-10 20-00 A-10 30-00 A-20 10-00 A-30 10-00 A-30 15-00 A-30 30-01 snio� 10/5/07 10/5/07 8/31 /07 11/8/07 11 /8/07 6/16/11 B-5 20-01 6/16/11 B-5 40-01 6/16/11 B-5 60-01 6/16/11 8-10 20-01 2/7/12 B-10 40-00 6/1/06 B-10 60-00 6/8106 � B-15 20-01 2/7/12 B-15 40-01 2/7/12 B-15 60-01 2/7/12 � B-20 20-02 3/16/12 � B-20 40-03 3/16/12 B-20 60-03 3/15/12 B-25 20-01 3i15/12 � C►ty of Bremerton BVR and LFR Preservat�on Pro�ect Contrect Documents � A-30 35-00 A-40 00-00 A-40 10-02 A-40 15-00 A-40 20-02 A-40 50-01 A-50 10-00 B-30 50-01 B-30 70-03 B-30 80-00 B-30 90-01 B-35 20-00 B-35 40-00 10/12/07 8/11 /09 6/2/11 8/11 /09 5/29/13 6/2/11 1 'i /17/08 4/26/12 4/26112 6/8/06 9/20/07 6/8/06 6/8/06 B-40 20-00 6/1 /06 B-40 40-01 6/16/10 B-45 20-00 6/1 /06 B-45 40-00 6/1/06 B-50 20-00 6/1/06 B-55 20-00 6/1/06 B-60 20-00 6/8/06 ll!-59 A-50 20-01 A-50 30-00 A-50 40-00 A-60 10-01 A-60 20-02 A-60 30-00 A-60 40-00 B-75 20-01 B-75 50-01 B-75 60-00 B-80 20-00 B-80 40-00 B-82 20-00 9/22/09 11 /17/08 11 /17/08 10/14/09 6/2/11 'I 1 /8/07 8/31 /07 6/10/08 6/10/08 6/8/06 6/8/06 6/1 /06 6/1 /06 B-85 10-01 6/10/08 B-85 20-00 6/1/06 B-85 30-00 6/1/06 B-85 40-00 6/8/06 8-85 50-01 6/10/08 B-9010-00 6/8/06 B-90 20-00 6/8/06 Bremerton Profect No 6187 September 2013 Standard Plans B-25 60-00 B-30 10-01 B-30 20-02 B-30 30-01 B-30 40-01 C-1 C-1 a C-1 b C-1 c C-1 d C-2 C-2a C-2b G2c C-2d C-2e C-2f C-2g C-2h C-2i C-2� C-2k C-2n C-2o C-2p C-3 C-3a C-3b C-3c C-4b C-4e C-4f 6/1 /06 4/26/12 4/26/12 4/26/12 4/26/12 6/16/11 10/14/09 6/16/11 5/30/97 10/31 /03 1 /6/00 6/21 /06 6/21 /06 6/21 /06 6/21 /06 6/29 /06 3/14/97 7/27/01 3/28/97 3/28l97 6/12/98 7/27/01 7/27/01 7/13/01 10/31 /03 6/27/11 10/4/05 6/27/11 6/27/11 6/8/06 2/20/03 7/2/12 B-60 40-00 B-65 20-01 B-65 40-00 B-70 20-00 B-70 60-00 C-6 C-6a C-6c C-6d C-6f C-7 C-7a C-8 C-8a C-8b C-8e C-8f C-10 C-16a C-16b C-20 10-01 C-20 14-02 C-20 15-01 C-20 18-01 C-20 19-01 C-20 40-03 C-20 42-03 C-20 45 01 C-22 14-02 C-22 16-03 C-22 40-02 C-22 45 00 6/1 /06 B-90 30-00 4/26/12 B-90 40-00 6/1/06 B-90 50-00 6/1 /06 B-95 20-01 6/1 J06 B-95 40-00 5/30/97 C-23 60-02 10/14/09 C 24 10-00 1 /6/00 C-25 18-03 5/30/97 C-25 20-05 7/25/97 C-25 22-04 6/16/11 C-25 26-02 6/16/11 C-25 80-02 2/10/09 C-4014-02 7/25/97 C-4016-02 6/27/11 C-4018-02 2/21 /07 C-70 10-00 6/3Q/04 C-7510-00 6/3/10 C-75 20-00 6/3/10 C-75 30-00 6/3/10 C-8010-00 6/20/13 C-80 20-00 7/2/12 C-80 30-00 7/2/12 C-80 40-00 7/2/12 C-80 50-00 7/2/12 C-8510-00 7/2/12 C-8511-00 7/2/12 C-8514-00 7/2/12 C-8515-00 6/16/11 C-8516-00 4/18<12 C-85-18-00 6/16/10 C-85 20-00 6/16/11 C-9010-00 6/8/06 6/8/06 6/8/06 2/3/09 6/8/06 6/21/12 7/12/12 7/2/12 7/2/12 7/2/12 712/12 7/2/12 7/2/12 7/2/12 7/2/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 4/8/12 6/16/11 6/16/11 6/16/11 6/16/11 6/16/11 7/3/08 Gty of 8remerton Bremerton Pro�ect No 6187 BVR and LFR Preservation Pro�ect Ill-60 September 2013 Contract Documents Standard Plans � � � � � � � � � � � � � � � � D-2 04-00 11/10/05 D-2 48-00 D-2 06-01 1/6/09 D-2 64-01 D-2 08-00 11 /10/05 D-2 66-00 D-2 14-00 11 /10/05 D-2 68-00 D-2 80-00 D-2 16-00 'I 1 /10/05 D-2 18-00 11/10/05 D-2 82-00 D-2 20-00 11 /10/05 D-2 84-00 D-2 32-00 11 /10/05 D-2 86-00 D-2 88-00 D-2 34-01 1 /6/09 D-2 92-00 D-2 36-02 1/6/09 D-2 42-00 11 /10/05 D-3 09-00 D-2 44-00 11 /10/05 D-3 10-01 D-2 60-00 11 /10/05 D-3 11-02 D-2 62-00 11 /10/05 D-3 15-02 D-2 46-00 11/10/05 D-3 16-02 E-1 E-2 2/21 /07 E-4 5/29/98 E-4a F-10 12-02 F-10 16-00 F-10 18-00 F-10 40-02 F-10 42-00 G-10 10-00 G-20 10-00 G-22 10-01 G-24 10-00 G-24 20-01 G-24 30-01 G-24 40-03 G-24 50-02 H-10 10-00 H-10 15-00 H-30 10-00 6/16/11 F-10 62-01 12/20/06 F-10 64-02 6/27/11 F-3010-02 6/21 /12 F-40 12-02 F-40 14-02 1 /23/07 9/20/07 9/20/07 7/3/08 11 /8/07 2/7/12 2/7/12 6/20/13 6/20/13 11 /10/05 1 /6/09 11/10/05 11/10/05 11 /10/05 11/10/05 11 /10/05 11/10/05 11 /10/05 11 /10/05 5/17/12 5/29/13 5/29/13 6/10/13 5/29/13 8/27/03 8/27/03 9/05/07 7/3/08 6/20/13 6/20/13 6/20/13 G-24 60-02 5/20/13 G-2510-04 6/10/13 G-3010-02 6/20/13 G-50 10-01 6/20/13 G-6010-02 6/10/13 G-60 20-01 6/27/11 G-60 30-01 6/27/11 G-7010-02 6/10/13 7/3/08 H-3210-00 7/3/08 H-6010-01 10/12/07 H-60 20-01 � � Ciry of Bremerton 8VR and LFR Preservat�on Pro/ect Contract Documents 9/20/07 7/3/08 7/3/08 Ill-61 D-3 17-01 D-4 D-6 D-10 10-01 D-10 15-01 D-10 20-00 D-10 25-00 D-10 30-00 D-10 35-00 D-10 40-01 D-10 45-01 D-15 10-01 D-15 20-02 D-15 30-01 F-40 15-02 F-40 16-02 F-45 10-01 F-80 10-02 5/17/12 12/11 /98 6/19/98 12/2/08 12/2/08 7/8/Q8 7/8/08 7/8/08 7/8/08 12/2/08 12/2/08 12/2/08 6I2/11 12/02/08 6/20/13 6/20/13 6/21 /12 3/15/12 G-70 20-02 6/10/13 G-70 30-02 6/10/13 G-90 10-01 5/11 /11 G-90 20-02 3/22/13 G-90 30-02 3/25/13 G-90 40-01 10/14/09 G-95 10-01 6/2/11 G-95 20-02 6/2/11 G-95 30-02 6/2/11 H-70 10-01 2/7/12 H-70 20-01 2/16/12 H-70 30-02 2/7/12 Bremerton Pro�ect No 6187 September 2013 StandaM Plans � 1-10 10-01 I-30 10-02 I-30 15-02 I-30 16-00 I-30 17-00 J-3 J-3b J-3c J-10 J-10 10-01 J-10 15-00 J-10 22-00 J-15 10-00 J-15 15-00 J-16b J-16c J-20 10-02 J-20 11-01 J-20 15-02 J-20 16-01 J-20 20-02 J-20 26-01 J-21 10-03 J-21 15-01 J-21 16-01 J-21 17-01 J-21 20-01 J-22 15-01 J-22 16-02 J-26 10-02 K-70 20-00 K-80 10-00 K-80 20-00 K-80 30-00 K-80 35-00 K-80 37-00 L-10 10-02 L-20 10-02 L-30 10-01 8/11 /09 3/22/13 3/22/13 3/22/13 3/22/13 8/1/97 3/4/05 6/24/02 7/18/97 5/11/11 7/2/12 5/29/13 5/8/12 6/16/10 2/10/09 2/10/09 6/10/13 6/10/13 6/10/13 7/12/12 5/20/13 7/12/12 6/10/13 6/10/13 6/10/13 6/10/13 6/10/13 6/10/13 6/10/13 3/15/12 2/15/07 2/21 /07 12/20/06 2/21 !07 2/21 /07 2/21 /07 6/21/12 6/21 /12 6/16/11 I-30 20-00 I-30 30-01 I-30 40-01 I-30 6Q-00 I-40 10-00 J-26 15-01 J-27 10-00 J-27 15-00 J-28 10-01 J-28 22-00 J-28 24-00 J-28 26-01 J-28 30-02 J-28 40-09 J-28 42-00 J-28 45-01 J-28 50-02 J-28 60-01 J-28 70-01 J-29 10-00 J-29 15-00 J-29 16-01 J-40 10-03 J-40 20-01 J-40 30-03 J-40 35-01 J-40 36-01 J-40 37-01 J-40 38-01 J-40 39-00 L-40 10-02 L-40 15-01 L-40 20-02 9/20/07 6/10/13 6/10/13 5/29/13 9/20/07 5/17/12 3/15/12 3/15/12 5/11/11 8l07/07 8/07/07 12/02/08 6/27/11 10/14/09 8/07/07 6/27/11 6/2/11 6/2/11 5J11/11 6/27/11 6/27/11 6/20/13 5/20/13 5/17/12 5/20/13 5/29/13 5/20/13 5/20/13 5/20/13 5/20/13 I-40 20-00 I-50 20-01 I-60 10-01 I-60 20-01 i-80 10-01 J-40 40-00 J-50 10-00 J-50 11-00 J-50 12-00 J-50 15-00 J-50 16-01 J-50 20-00 J-50 25-00 J-50 30-00 J-60 05-00 J-60 11-00 J-60 12-00 J-60 13-00 J-60 14-00 J-75 10-01 J-75 20-00 J-75 30-01 J-75 40-00 J-75 45-00 J-90 10-01 J-90 20-01 6/21 /12 L-70 10-01 6/16/11 L-70 20-01 6/21 /12 9/20/07 6/20/13 6/10/13 6/10/13 8/11 /09 5/20/13 6/3/11 6!3/11 6/3/11 6/3/11 3/22/13 6/3/11 6/3/11 6/3/11 6/16/11 5/20/13 5/20/13 6/16/10 6/16/10 5/11/11 2/10/09 5/11/11 10/14/09 10/14/09 6/27/11 6/27/11 5/21 /08 5/21 /08 C�ly of Bremerton Bremerton P►��ect No 6187 BVR and LFR Preservatron Pro�ect lll-62 September 2013 Contract Documents Standard Plans � � � � � � � � � � � � � � � � � � � M-1 20-02 M-1 40-02 M-1 60-02 M-1 80-03 M-2 20-02 M-3 10-03 M-3 20-02 M-3 30-03 M-3 40-03 M-3 50-02 M-5 10-02 M-7 50-01 M-9 50-01 6/3/11 M-9 60-00 2/10/09 M-40 10-02 5/11/11 6/3/11 M-11 10-01 1/30/07 M-40 20-00 10/12/07 6/3/11 M-15 10-01 2/6/07 M-40 30-00 9/20/07 6/3/11 M-17 10-02 7/3/08 M-40 40-00 9/20/07 6/3/11 M-20 10-02 6I3/11 M-40 50-00 9/20/07 6/3/11 M-20 20-01 1/30/07 M-40 60-00 9/20/07 6/3/11 M-20 30-02 10/14/09 M-60 10-01 � 6/3/11 6/3/11 M-20 40-02 6/3/11 M-60 20-02 6/27/11 6/3/11 M-20 50-02 6/3/11 M-65 10-02 5/11/11 6/3/11 M-24 2Q-01 5/31/06 M-80 10-01 6/3/11 6/3/11 M-24 40-01 5/31 /06 M-80 20-00 6/10/08 1/30/07 M-24 50-00 6/16/11 M-80 30-00 6/10/08 1 /30/07 M-24 60-03 5/11 /11 END OF STANDARD PLANS C�ty of Bremerfon BVR and LFR P►�ese�vat�on Pro/ect Contract Documents I/l-63 Bremerton Pro�ect No 6187 September 2013 Sfandard Plans � � � ' � � � � � � � � � � � � � � � r APPENDIX A PREVAILING WAGE RATES < r � � � � � � � � � � � � � � � � � � � Page 1 of 17 State of Washington Department of Labor & Industries Preva�l�ng Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here �nclude both the hourly wage rate and the hourly rate of fnnge benefits On public works pro�ects, workers wage and benef�t rates must add to not less than th�s total A bnef descnpt�on of overtime calculat�on requ�rements are prov�ded on the Benef�t Code Key Journey Level Prevailing Wage Rates for the Effective Date 9/13/2013 Coun K�tsap Kitsap K�tsap K�tsap K�tsap K�tsap Cab�net Ma K�tsap Carpenters K�tsap Carpenters Kitsap Carpenters Kitsau Cement Ma Job Classif�catu Journey Level Journey Level Brick And Block Fm�sher Journey Level Pointer-Cautker-Cteaner Jarntor Shampooer Waxer Window Cleaner Journey Level Acoustual Worker Br�dge, Dock And Wharf Carpenters Carpenter Carpenters on Stat�onar� Creosoted Matenal Floor Firnsher Floor Layer Scaffold Erector Journev Level $41 69 5D $30 34 $43 26 5A $50 12 5A $50 12 SA $9 19 $9 19 $9 19 $13 22 $23 72 $50 82 5D $50 82 5D $50 82 SD Tools $50 95 5D $50 92 5D $50 82 � $50 82 SD $50 82 5D $51 18 7A Note 1H 1 1M 1M 1M 1M � 1M 1.M 1M � 1M 1M $L 1M 1M 1M 1B � � 9/13/2013 K�tsap A�vers & Tenders Drver $100 28 5� Kitsap D�vers & Tenders Drver On Standby $56 68 5D K�tsap D�vers & Tenders Drver Tender $52 23 5D K�tsap D�vers & Tenders Surface Rcv & Rov Operator $52 23 5D K�tsap Divers & Tenders Surface Rcv 8 Rov Operator $48 67 5A Tender K�tsap DredQe Workers Ass�stant Engmeer $53 00 5�1 Kitsap Dredge Workers Ass�stant Mate (Deckhand) $52 58 5� https //fortress wa gov/lni/wagelookup/prvWagelookup aspx Kitsa Workers Boatmen Workers Engineer Welder Workers Leverman, Hydraulu Workers Mates Workers O�ter Kitsap DrywaU Appiicator K�tsap Riywall Tapers Kitsap Electncat F�xture Ma�nt� orkers Kitsap Etectncians - Inside Kitsap Etectnaans - hAotor Sho Kitsap Electncians - Motor Sho Kitsap Electricians - Powertine Construction K�tsap Electr�c�ans - Powerline Construct�on K�tsap Electr�aans Powerkme Construct�on Kitsap Electriaans - Powertine Construct�on K�tsap Electruians - Powert�ne Construction K�tsap Electnc�ans - Powertme Const ruct�on Kitsap Electriaans - Powerime Construction K�tsap Electnc�ans - Powerline Const�uct Kitsap Etectromc Techmc�ans Kitsap Elevator Constructors Kitsap Elevator Constructors Kitsap Fabncated Precast Conc Products K�tsap Fence Erectors K�tsap Fence Erectors K�tsap er Kitsap Glaziers K�tsap Heat St Frost Insulators � Krtsap Hod Carners Ft Mason Tei Kitsap Industr�al Power Vacuum leaner Kitsap Inland Boatmen K�tsap �Intand Boatmen Journey Level Journey Level Journey Level Journey Level Craftsman Journey Level Cable Splicer Cert�f�ed Line Welder Groundperson Heavy Line Equipment Operator Journey Level L�neper5on Line Equ�pment Operator Pole Sprayer Powderperson Journey Level Mecharnc Mechamc In Charge Journey Level - In-Factory Work Only Fence Erector Fence Laborer Journey Level Journey �evel Journeyman Journey Level Journey Level Journey Levet Boat Operator Cook Deckhand Deckhand Eng�neer $52 30 5D $54 04 5D $55 17 ,5� $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 � $42 36 5A $b0 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 ,� $69 37 7F $42 99 7A $9 24 $52 51 56 $48 89 5B $49 13 5B $50 12 56 Page 2 of 17 � 3F � 3F 3F 1H 1E 1 1 1 4A 4A 4A 4A 4A 4A 4A 4A � 1 1 1 � 15 2Y 1 1K 1K https 1/fortress wa gov/lni/wagelookup/prvWagelookup aspx 9/13/2013 ' � � i r � � � � � � � � � � � � � � Kitsap Kitsap Kitsap Krtsap �Inspection/Cleam Launch Operator $51 34 56 Mate $51 34 5B Cleaner Operator, Foamer $9 73 Operator Grout Truck Operator $11 48 Kitsap Inspection/Cleamn�/5ealin� Of Head Operator $12 78 Sewer �t Water Svstems By Remote Cont�ol K�tsap Inspectian/CleamnQlSealinQ Of Tv Truck Operator $24 17 Remote Controt Kitsap Insutat�on A�pl�cators Kitsap Ironworkers Kitsap i..abore,�s Kitsap bo e s Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap �aborers Kitsap Labarers Kitsap Laborers Kitsap Laborers K�tsap Laborers K�tsap Laborers K�tsap K�tsap K�tsap K�tsap Kitsap K�tsap K�tsap K�tsap K�tsap �Laborers Journey Level $50 82 5D Journeyman $59 77 7N Air, Gas Or Electnc Vibrating $41 69 7A Screed A�rtrac Drill Operator $42 99 7A Batlast Regular Machine $41 69 7A Batch We�ghman $35 34 7A Brick Pavers $41 69 7A Brush Cutter $41 69 7A Brush Hog Feeder $41 69 7A Burner $4169 7A Caisson Worker $42 99 7� Carpenter Tender $41 69 7A Caulker $41 69 7A Cement Dumper-pav�ng $42 46 7A Cement Firnsher Tender $41 69 7A Change House Or Dry Shack $41 69 7A Chipping Gun (under 30 Lbs ) $41 69 7A Ch�pp�ng Gun(30 Lbs And $42 46 7A Over) Choker5etter $41 69 7A Chuck Tender $41 69 7,�/ Clary Power Spreader $42 46 7A Clean-up Laborer $41 69 � 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 Crusher Feeder $35 34 7A Cunng Laborer $41 69 7A Demol�tion Wrecking Ft Mov�ng $41 69 7A https //fortress wa gov/lm/wagelookup/prvWagelookup aspx Page 3 of 17 �K 1 1 1 1 � 10 2Y 2Y 2Y 2Y 2Y � 2Y � 2Y 2Y 2Y 2Y 2Y � 2Y �Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 9/13/2013 , Page 4 of 17 Kitsap Kitsap Kttsap Laborers Kitsap Laborers Kitsap L orers Kitsap Laborers K�tsap b er Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers K�tsap Kitsap Kitsap Kitsap K�tsap Kitsap K�tsap K�tsap Kitsap La orer Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap La ore�s K�tsap Laborers Kitsap Laborers Kitsap Kitsap (incl Charred Matenal) Ditch Digger $41 69 7A Drver $42 99 � Dnll Operator $42 46 7A {hydraulu,diamond) Dry Stack Walls $41 69 7A Durnp Person $41 69 7A Epoxy Techrncian $41 69 7A Erosion Control Worker $41 69 7A Faller St Bucker Chain Saw $42 46 7A Fine Graders $41 69 � Firewatch $35 34 7A Form Setter $41 69 � Gabian 8asket Bu�tders $41 69 7A General Laborer $41 69 7A Grade Checker �t Transit $42 99 7A Person Gnnders $41 69 7A Grout Machine Tender $41 69 ]� Groutmen (pressure)includ�ng $42 46 � Post Tens�on Beams Guardrail Erector $41 69 � 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 Maintenance Person $41 69 7A Manhole Builder-mudman $42 46 7A Matenal Yard Person $41 69 7A Motorman-d�nky Locomotrve $42 46 7A Nozzleman {concrete Pump, $42 46 � Green Cutter When Using Comb�nation Of Ht�h Pressure Air ft Water On Concrete Ft Rock, Sandblast, Gumte, Shotcrete, Water Bla Pavement Breaker S42 46 7A Pilot Car $35 34 � P�pe layer Lead $42 99 7A P�pe Layer/tailor $42 46 7A Pipe Pot Tender $42 46 7A Pipe Rel�ner $42 46 � 2Y 2Y 2Y 2Y �Y 2Y 2Y � 2Y ZY 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y https //fortress wa gov/im/wagelookup/prvWagelookup aspx 9/13/2013 � � � � � ' � � � � � � � � � � � � � Kitsap Laborers Pipe Wrapper $42 46 7A Kitsap Laborers Pot Tender $41 69 7A K�tsap borers Powderman $42 99 7A Kitsap Laborers Powderman s Helper $41 69 7A Kitsap Laborers Power Jacks $42 46 7A Kitsap Laborers Railroad Spike Puller - Power $42 46 7A Kitsap Laborers Raker - Asphatt $42 99 7A Kitsap Laborers Re-timberman $42 99 7A Kitsap Laborers Remote Equipment Operator $42 46 7A Kitsap Laborers Rigger/signal Person $42 46 7A K�tsap Laborers Rip Rap Person $41 69 7A Kitsap Labore�s Rrvet Buster $42 46 7A Kitsap Laborers Rodder $42 46 7A K�tsap Laborers Scaffotd Erector $41 69 7A Kitsap Laborers Scale Person $41 69 7A Kitsap Laborers Sloper (over 20 ) $42 46 7A Kitsap Laborers Stoper Sprayer $41 69 7A Kitsap laborers Spreader (concrete) $42 46 7A Kitsap bo ers Stake Hopper $41 69 7A Kitsap Laborers Stock Piler $41 69 7A Kitsap Laborers Tamper & S�milar Electnc, A�r $42 46 7A £t Gas Operated Tools Kitsap Laborers Tamper (multiple �t Self- $42 46 7A propelled) Kitsap Laborers T�mber Person - Sewer {lagger, $42 46 7A Shorer �t Cnbber) Kitsap Laborers Toolroom Person (at Jobsite) $41 69 7A Kitsap Laborers Topper $4169 7A Kitsap Laborers Track Laborer $41 69 7A Kitsap L or rs Track L�ner (p�wer) $42 46 j� Kitsap Laborers Traffic Control Laborer $37 79 7A Kitsap Laborers Traffic Control Superv�sor $37 79 J� K�tsap Laborers Truck Spotter $41 69 7A K�tsap re s Tugger Operator $42 46 � Kitsap Laborers Tunnel Work-Compressed A�r $60 06 7A Worker 0-30 psi K�tsap Laborers Tunnet Work-Compressed Air $65 09 7A Worker 30 01-44 00 psi K�tsap er Tunnel Work-Compressed A�r $68 77 � Worker 44 01-54 00 psi K�tsap bo e s Tunnel Work-Compressed A�r $74 47 7A Worker 54 01-60 00 psi Kitsap Laborers Tunnel Work-Compressed A�r $76 59 7A Worker 60 01-64 00 psi Kitsap Laborers Tunnel Work-Compressed Air $81 69 � Worker 64 01-68 00 ps� https //fortress wa gov/lm/wagelookup/prvWagelookup aspx Page 5 of 17 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 3Y � 2Y 2Y 2Y 2Y 2Y � 2Y 3Y �Y 2Y 2Y 2Y �Y 2Y � � � � � � � 9/ 13/2013 Page 6 of 17 Kitsap Kitsap K�tsap Kitsap Tunnel Work-Compressed A�r Worker 68 01-70 00 ps� Tunnet Work Compressed Air Worker 70 01-72 00 ps� Tunnel Work-Compressed A�r Worker 72 01-74 00 psi Tunnel Work Guage and Lock Tender Tunnel Work-Miner Vibrator Vinyl Seamer Watchman Welder Well Pomt Laborer Wmdow Washer/cleaner General Laborer � 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 2Y 1 li 1H 2Y 2Y � � � � � Kitsap Laborers K�tsap Laborers K�tsap Laborers Kitsap Laborers K�tsap La orers K�tsap Laborers Kttsap L orers Kitsap Laborers - U �t Water K�tsap Laborers - U £t Water Kitsap Landscape C Kitsap Landscape C Kitsap Landscape C Kitsap Lathers K�tsap Marbte Sett� Pipe Layer Irngation Or Lawn Spnnkler Installers Landscape Equ�pment Operators Or Truck Dnvers Landscaping Or Plant�ng Laborers JOURNEY LEVEL Journev Level Kitsap Metal Fabncat�on (In Shop� Fitter Kitsap Metat Fabncat�on (in Shop) Laborer K�tsap Metat Fabr�cat�on tln Shoo) Mach�ne Operator K�tsap Metat Fabricat�on (In Shop) Wetder Kitsap Millwrieht Journey Level Kitsap Modutar Build�n�s Cabmet Assembly K�tsap Modutar Bu�tdings Electruian Kitsap Modutar Bu�td�n�s Equ�pment Maintenance Kitsap Modutar Bu�td�n�,s Plumber Krtsap Modutar Bu�tdin�s Product�on Worker Krtsap Modutar Buitd�n�s Tool Maintenance Kitsap Modular Bu�ld�ngs Ut�hty Person Kitsap Modutar Bu�ld�nes Welder Kitsap Pa�nters Journey Level Kitsap Pile Dnver Journey Level Kitsap pt�.�terers Journey Level Krtsap Play�round & Park Equipment Journey Level Instalters Kitsap Plumbers £t Pipef�tters Journey Level $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�C $9 19 $61 57 5A 2Y 2Y 2Y �Y 2Y 2Y 1 1 Z 1 1 1 1 1 1 1 1 1 1 1 2B 1M 1R 1 https //fortress wa gov/lm/wagelookup/prvWagelookup aspx 9/13/2013 � � � � � r � � � � , � � � � , � � � Kitsap Power Equ�pment Ooerators Asphalt Plant Operators $53 49 � Kitsap Power Equ�pment Operators Assistant Engineer $50 22 7A Kitsap Power Eau�pment Ooerators Barner Machme (z�pper) $53 00 ]q Kitsap Power Equipment Operators Batch Plant Operator, $53 00 7A Concrete Kitsap Power Equ�pment Operators Bobcat $50 22 7A Kitsap Power Equipment Operators Brokk - Remote Demolition $50 22 7A Equipment Kitsap Power Equipment Operators Brooms $50 22 7A Kitsap Power Equipment Operators Bump Cutter $53 00 7A K�tsap Power Equ�pment Operators Cableways $53 49 7A Kitsap Power Equipment Operators Chipper $53 00 7A K�tsap Power Equinment �perators Compressor $50 22 �g Kitsap Power Equipment Operators Concrete Pump Truck Mount $53 49 7A With Boom Attachment Over 42 M K�tsap �Qwer Equ�Qment O�eratars Concrete F�msh Machine -laser $50 22 7� Screed Kitsap Power Equipment Operators Concrete Pump - Mounted Or $52 58 7A Tra�ler High Pressure L�ne Pump, Pump H�gh Pressure Kitsap Power Equipment Operators Concrete Pump Truck Mount $53 00 7A With Boom Attachment Up To 42m Kitsap Power Equipment Oqerators Conveyors $52 58 7A K�tsap Power Equ�pment Operators Cranes 20 Tons Through 44 $53 00 7A Tons W�th Attachments Kitsap Power Equ�pment Ooerators Cranes 100 Tons Through 199 $54 04 7A Tons, Or 150 Of Boom (Includmg J�b W�th Attachments) K�tsap Power Equ�pment Ooerators Cranes 200 Tons To 300 Tons, $54 61 7A Or 250 Of Boom (induding J�b With Attachments) Kitsap Power Equipment Operators Cranes 45 Tons Through 99 $53 49 7A Tons, Under 150 Of Boom (�ncluding J�b Wrth Attachments) K�tsap Power Equ�pment Operators Cranes A-frame - 10 Tons And $50 22 7A Under Kitsap Power Equ�pment Operators Cranes Fnction 100 Tons $54 61 7A Through 199 Tons Kitsap Power Equ�pment Operators Cranes Friction Over 200 Tons $55 17 7A Kitsap Power Equipment Operators Cranes Over 300 Tons Or 300 $55 17 7A Of Boom (mcluding J�b With Attachments) Kitsap Power Equ�pment Ooerators Cranes Through 19 Tons With �52 58 7A Attachments A-frame Over 10 Tons Kitsap Power Equ�pment Ope�ators Crusher $53 00 7A https //fortress wa gov/in�/wagelookup/prvWagelookup aspx Page 7 of 17 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C � 8P 9/13/20I3 K�tsap Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap K�tsap Kitsap Kitsap Kitsap K�tsap K�tsap Krtsap Kitsap Kitsap Kitsap Kitsap Power Equ�pment Kitsap Power Egu�qment Kitsap Power Eauipment Kitsap Power Equ��r ent Kitsap Power Equipment Kitsap Power Equioment Kitsap Power Equ�pment Kitsap Power Equ�pment Kitsap Power Equ�pment K�tsap Power Equ�pment Krtsap P��, EQu�pment Deck Eng�neer/deck Wmches $53 00 � (power) Derricks, On Building Work $53 49 7A Dozers D-9 �t Under $52 58 7A Dr�ll O�lers Auger Type, Truck $52 58 � Or Crane Mount Drilling Machine S53 00 � Elevator And Man-lift $50 22 7A Permanent And Shaft Type F�rnshmg Machine, Bidwelt And $53 00 7A Gamaco 8 Sim�lar Equ�pment Forktift 3000 Lbs And Over $52 58 7A With Attachments Forklifts Under 3000 Lbs With $50 22 7A Attachments Grade Eng�neer Usmg Blue $53 00 7A Pnnts, Cut Sheets, Etc Gradechecker/stakeman $50 22 7A Guardra�l Punch $53 00 7A Hard Tail End Dump $53 49 7A Articulat�ng Off- Road Equ�pment 45 Yards Et Over Hard Tail End Dump $53 00 7A Artuulat�ng Off-road Equipment Under 45 Yards Honzontal/direct�onat Dr�ll $52 58 7A Locator Honzontal/d�rectionat Drill $53 00 Z Operator Hydralifts/boom Trucks Over $52 58 7A 10 Tons Hydrahfts/boom Trucks, 10 $50 22 Zq Tons And Under Loader, Overhead 8 Yards £t $54 04 7A Over Loader, Overhead, 6 Yards But $53 49 7A Not Includmg 8 Yards Loaders, Overhead Under 6 $53 00 � Yards Loaders, Plant Feed $53 00 � Loaders Elevatmg Type Belt $52 58 7A Locomotrves, All $53 00 7A Matenal Transfer Dev�ce $53 00 7A Mechamcs, All (leadmen - $54 04 7A $0 50 Per Hour Over Mechamc) Motor Patrol Grader - Non- $52 58 7A firnshtng Motor Patrol Graders, F�n�sh�ng $53 49 7A Mucking Machine, Mole, Tunnel $53 49 � Page 8 of 17 � 8P � 8P 3C 8P 3C 8P 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 3C 8P 3C 8P 3C 8P 3C 3C 3C 3C 3C 3C 3C � 8P � 8P 8P SP 8P SP � 3C 3C 3C 3C 3C 8P 8P 8P � https //fortress wa gov/in�/wagelookup/prvWagelookup aspx 9/13/2013 ' � � ' r r � � i � � i � � � � � i � Kitsap Kitsap Kitsap Kitsap K�tsap Kitsap K�tsap Kitsap uL Kitsap K�tsap Dnll, Bormg, Road Header And/or Shield Oil Distnbutors, Blower $50 22 7A Distnbution £t Mulch Seeding Operator Outside Hoists (elevators And $52 58 7A Mant�fts), A�r Tuggers,strato Overhead, Bridge Type Crane $53 00 7A 20 Tons Through 44 Tons Overhead, Bridge Type 100 $54 04 7A Tons And Over Overhead, Bndge Type 45 $53 49 7A Tons Through 99 Tons Pavement Breaker $50 22 lA Pile Dnver (other Than Crane $53 00 7A Mount) Plant O�ler - Asphalt, Crusher $52 58 7A Posthote Digger, Mecharncat $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 Height Based To Boom Remote Controt Operator On $53 49 7A Rubber Tired Earth Moving Equipment Kitsap Power Eauioment Operators R�gger And Bellman $50 22 7A Kitsap Power Equipment Operators Roltagon $53 49 7A Ktitsap Power Equ�pment Operators Rolter, Other 1'han Plant M�x $50 22 7A Kitsap Power Equ�pment Operators Roller, Plant Mix Or Multrlift $52 58 7A Matenats Kitsap Power Equ�pment Operators Roto-mill, Roto-gnnder $53 00 7A Kitsap Pc�wer Ec�u��ment Ooerators Saws - Concrete $52 58 � Kitsap Power Equ�pment Operators Scraper, Self Propelled Under $53 00 7A 45 Yards Kitsap Power Equ�pment Operators Scrapers - Concrete £t Carry All $52 58 7A Kitsap PQ�er Equ�pment Operators Scrapers, Setf-propelled 45 $53 49 7A Yards And Over K�tsap Power Equioment Operators Service Engmeers - Equipment $52 58 7A K�tsap Power Equipment Operators Shotcrete/gumte Equipment $50 22 7A Kitsap Power Equ�nment Operato�s Shovel , Excavator, Backhoe, $52 58 7A Tractors Under 15 Metnc Tons Kitsap Power Equ�pment Operators Shovet, Excavator, Backhoe $53 49 7A Over 30 Metric Tons To 50 Metnc 7ons Kitsap Power Equ�oment O�erators Shovel, Excavator, Backhoes, $53 00 � Tractors 15 To 30 Metr�c Tons https //fortress wa gov/Im/wagelookup/prvWagelookup aspx Page 9 of 17 3C � 8P 3C 3C 3C 3C 8P SP 8P 8P 3C 8P � 8P 3C 8P 3C 8P 3C 8P �C, 8P 3C 8P 3C 8P � 8P 3C 8P 3C 8P 3C 8P 3C 8P 3C SP 3C 8P 3C 8P 3C 8P 3C 8P 3C 8� 3C 8P 3C � 8P 9/13/2013 Page 10 of 17 Kitsap Power Equioment Operators Shovel, Excavator, Backhoes $54 04 7A Over 50 Metnc Tons To 90 Metnc Tons Kitsap Power Eauipment Operators Shovel, Excavator, Backhoes $54 61 7A Over 90 Metnc Tons Kitsap Power Equ�qment Operators Sl�pform Pavers $53 49 7A K�tsap Power Equ�pment Operatars Spreader, Topsider £t $53 49 7A Screedman K�tsap Power Equ�qment Operators Subgrader Tnmmer $53 00 7A Kitsap Power Equ�pment Operators Tower Bucket Elevators $52 58 7A K�tsap Power Equipment Ooerators Tower Crane Over 175 m $54 61 7A Height, Base To Boom K�tsap Power EcLu�pment Operator5 Tower Crane Up To 175 In $54 04 7A He�ght Base To Boom K�tsap Power Equ�pment Operatars Transporters, All Track Or $53 49 7� Truck Type K�tsap Power Equ�pment Operators Trenching Machines $52 58 � Kitsap Power Equ�pment Operators Truck Crane Oiler/dnver - 100 $53 00 7A Tons And Over Kitsap Power Equipment Operators Truck Crane Oiler/dnver Under $52 58 7A 100 Tons � Kitsap Power Equ�pment Operators Truck Mount Portable Conveyor $53 00 7A Kitsap Power Epuipment Operators Welder $53 49 7A Kitsap Power Equ�pment Opgrators Wheel Tractors, Farmall Type $50 22 7A Kitsap Power Equ�pment Oqerators Yo Yo Pay Dozer $53 00 7A Kitsap Power Equ�pment Operators- Asphalt Plant 4perators $53 49 7A Under�round Sewer £t Water Kitsap Power Ec�uinment Operators- Assistant Engineer $50 22 7A Under�round Sewer £t Water Kitsap Power Eguipment Operators- Barrier Machine (rpper) $53 00 7A UnderQround Sewer �t Water Kitsap Power Eau�pment Operators- Batch Plant Operator, $53 00 � Under�round Sewer Et Water Concrete Kitsap Power Equ�oment O�erators- Bobcat $50 22 7A UnderQround Sewer Ft Water Kitsap Power Equ�pment O�erators- Brokk - Remote Demolit�on $50 22 7A UnderQround Sewer Ft Water Equ�pment Kitsap power Equipment O�erators- Brooms $50 22 7A Underground Sewer �t Water Kitsap Power Equ��ment Operators- Bump Cutter $53 00 7A Underground Sewer Ft Water K�tsap power Eau�pment O e�ators- Cableways $53 49 7A Under�round Sewer & Water Kitsap Power Equ�pment Operators- Ch�pper $53 00 7A Under�round Sewer & Water Kitsap Power Equipment Operators Compressor $50 22 7A Underaround Sewer £t Water Kitsap Power Equ�pment Operators- Concrete Pump Truck Mount $53 49 7A Under�round Sewer £t Water With Boom Attachment Over 42 3C 8P 3C 8P 3C 8P �C 8P 3C 8P 3C 3C 3C 3C 3C 3C 3C 8P 8P � 8P 8P 8P 8P � � 3C 3C � 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P � 8P � 8P 8P 8P https //fortress wa gov/lni/wagelookup/prvWagelookup aspx 9/13/2013 ' ' � � � , � � � � � � � ' , ' � ' � M Kitsap Power Equipment Operators- Concrete Firnsh Machine -laser $50 22 7A Undereround Sewer 8 Water Screed Kitsap Power Epu�pment Operators- Concrete Pump - Mounted Or $52 58 7A Under�round Sewer �C Water Trailer High Pressure Lme Pump, Pump High Pressure Kitsap Power Equipment Operators- Concrete Pump Truck Mount $53 00 7A Under�round Sewer & Water Wrth Boom Attachment Up To 42m Kitsap Power Equipment Operators Conveyors $52 58 7A Under�round Sewer f� Water Kitsap Power Equ�pment Operators- Cranes 20 Tons Through 44 $53 00 7A Underground Sewer �x Water Tons With Attachments K�tsap Fower Eauipment Operators- Cranes 100 Tons Through 199 $54 04 7A Underground Sewer � Water Tons, Or 150 Of Boom (Including Jib With Attachments) K�tsap Power Equipment Operators- Cranes 200 Tons To 300 Tons, $54 61 7A Under�round Sewer Ft Water Or 250 Of Boom (includ�ng Jib W�th Attachments) K�tsap Power Equ�pment Operators- Cranes 45 Tons Through 99 $53 49 7A UnderQround Sewer Ft Water Tons, Under 150 Of Boom (mclud�ng J�b With Attachments) K�tsap Power Equipment Operato�s Cranes A-frame - 10 Tons And $50 22 7A Under�round Sewer 8 Water Under Kitsap Power Equipment Operators Cranes Frut�on 100 Tons $54 61 7A Underg�oun�Sewer �t Water Through 199 Tons K�tsap Power Equipment Operators- Cranes Frut�on Over 200 Tons $55 17 7A Undergraund Sewer � Water K�tsap Power Equipment Operators Cranes Over 300 Tons Or 300 $55 17 7A Unders�ound Sewer & Water Of Boom (includmg Jib With Attachments) Kitsap Power Equ�pment Operators- Cranes Through 19 Tons With $52 58 7A UnderQround Sewer �t Water Attachments A-frame Over 10 Tons Kitsap Power Equipment Operators- Crusher � $53 00 7A UnderQround Sewer Ft Water Kitsap Power Equ�pment Operators- Deck Engmeer/deck Winches $53 00 7A Underground Sewer £x Water (power) Kitsap Power Equipment Operators- Derncks, On Building Work $53 49 7A Underground Sewer 8 Water Kitsap Power Equ�pment Operators- Dozers D-9 Et Under $52 58 7A Undereround Sewer &t Water Kitsap Power Equ�ment O�erators- Dr�ll Oilers Auger Type, Truck $52 58 7A Under�round Sewer 8 Water Or Crane Mount Kitsap Power Eauipment Ope� ors- Dr�lling Mach�ne $53 00 7A UnderQround Sewer £t Water Kitsap Power Eauinment Operators- Etevator And Man-lift $50 22 � Underground Sewer £t Water Permanent And Shaft Type K�tsap PQvyer Enu�pment Operators- Firosh�ng Machine, B�dwell Md $53 00 ]9 https //fortress wa gov/lm/wagelookup/prvWagelookup aspx Page 11 of 17 3C 3C 8P 8P 3C � 8P 3C 3C 3C 8P 8P 8P 3C � 8P 3C 3C 3C 3C 3C SP 8P 8P 8P 8P 3C 3C 3C 3C 3C 3C 3C � �4 8P 8P 8P 8P 8P 8P 8P � $P 9/13/2013 Page 12 of 17 Kttsap Power Under+ Kitsap Power Under� K�tsap Power Under� Kitsap Power Unders K�tsap Power � Gamaco £t S�milar Equipment _ Forkl�ft 3000 Lbs And Over $52 58 7A - With Attachments _ Forkl�fts Under 3000 Lbs With $50 22 7A � Attachments _ Grade Engmeer Using Blue $53 00 7A � Pnnts, Cut Sheets, Etc _ Gradechecker/stakeman $50 22 7A : Guardra�l Punch $53 00 7A 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P Underqround Sewer Et Water K�tsap Power Equipment Operatars- Hard Ta�l End Dump $53 49 7A Under�round Sewer 6t Water Articutatmg Off- Road Equipment 45 Yards & Over Kitsap Power Equipment Operators Hard Tail End Dump $53 00 7A UnderQround Sewer & Water Articulating Off-road Equipment Under 45 Yards K�tsap Power EQUipment Operators- Honzontal/d�rectional Dnll $52 58 7A Unde�ground Sewer tx Water Locator Kitsap Power Equ�pment Operators- Honzontal/d�rectional Dr�ll $53 00 7A Underground Sewer �t Water Operator Kitsap Fower Equ�pment Operators- Hydralifts/boom Trucks Over $52 58 7A Underground Sewer �t Water 10 Tons Kitsap Power Equ�pment O�erators- Hydralifts/boom Trucks, 10 $50 22 7A Under�round Sewer Ft Water Tons And Under Kitsap Power Eq,u��ment Operators- Loader, Overhead 8 Yards �t $54 04 7A Underground Sewer £t Water Over Kitsap Power Equ�pment Operators- Loader, Overhead, 6 Yards But $53 49 7A Under�round Sewer £t Water Not Includ�ng 8 Yards Kitsap Power Equipment Operators- Loaders, Overhead Under 6 $53 00 7A Under�round Sewer F� Water Yards K�tsap Power Equ�oment Or�erators- Loaders, Plant Feed $53 00 7A Under�round Sewer Ft Water Kitsap Power Eau�oment Operators- Loaders Elevating Type Belt $52 58 7A Under�round Sewer Ec Water Krtsap Power Equ�pment Operators- Locomofives, All $53 00 7A Under$round Sewer � Water K�tsap Povyer Eauipment Operators- Matenal Transfer Dev�ce $53 00 7A Under�round Sewer & Water Kitsap Power Equi�ment Operators- Mechamcs, All (leadmen - $54 04 7A Underground Sewer £t Water $0 50 Per Hour Over Mechamc) K�tsap Power Equ�pment Operators- Motor Patrol Grader - Non- $52 58 7A Under$round Sewer �t Water fimsh�ng Kitsap Power Equipment Operators- Motor Patrol Graders, Fimsh�ng $53 49 7A Under�round Sewer F� Water Kitsap Power Equipment Operators- Muckmg Mach�ne, Mole, Tunnel $53 49 7A Undereround Sewer & Water Dnll, Bonng, Road Header And/or Sh�eld Kitsap Power Equipment Operators- Oil Distnbutors, Blower $50 22 7A UnderQround Sewer t� Water D�stnbution Et Mutch Seeding 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 $� 8P 8P https //fortress wa gov/lm/wagelookup/prvWagelookup aspx 9/13/2013 � � � � � ' � � � � � � � � ' � � � � Kitsap K�tsap Kitsap Kitsap Kitsap Operator ent Operators Outside Hoists (elevators And �ewer & Water Manl�fts), Air Tuggers,strato ent Operators- Overhead, Bridge Type Crane �ewer �t Water 20 Tons Through 44 Tons ent Operators- Overhead, Bridge Type 100 ewer Ft Water Tons And Over ent Operators- Overhead, Bridge Type 45 ewer £t Water Tons Through 99 Tons ent Operators- Pavement Breaker Kitsap Power Ectu�pment Operators- Pile Dnver (other Than Crane Under�round Sewer 8 Water Mount) Kitsap Power Equ�pment Operators- Ptant O�ler - Asphalt, Crusher tJnder�round Sewer 8 �/ater K�tsap Power Equ�pment Operators- Posthole Digger, Mecharncal Under�round Sewer £t WateT K�tsap Power EQUipment Operators- Power Plant Underground Sewer £t Water Kitsap Pawer Ectuipment Operators- Pumps - Water Underground Sewer & Water K�tsap Power Equ�pment Operators- Quad 9, Hd 41, D10 And Over Under$round Sewer �t Water K�tsap Power Equipment Operators- Quuk Tower - No Cab, Under UnderQround Sewer Ft Water 100 Feet In Height Based To Boom Kitsap Power Equipment Operators- Remote Control Operator On Underground Sewer £t Water Rubber Tired Earth Moving Equ�pment $52 58 7A $53 00 7A $54 04 7A $53 49 7A $50 22 7A $53 00 7A $52 58 7A $50 22 7A $50 22 7A $50 22 7A $53 49 7A $50 22 � $53 49� 7A Kitsap Power Equipment Operators- Rigger And Bellman $50 22 7A UnderQround Sewer & Water K�tsap Power Eouioment Operatars- Rollagon $53 49 7A Under$round Sewer 8 Water K�tsap Power Eau�pment Ooerators- Roller, Other Than Plant M�x $50 22 � UnderQround Sewer �t Water Kitsap Power Equ�pment Operators- Roller, Plant Mix Or Muttrlift $52 58 � UnderQround Sewer & Water Matenals K�tsap Power Equrpment Operators- Roto-mill, Roto-gnnder $53 00 7� Kitsap Kitsap K�tsap Kitsap Kitsap Ki tsap ent Water ratars- Saws - Concrete $52 58 7A Water rators- Scraper, Self Propelled Under $53 00 7A Water 45 Yards r rs- Scrapers - Concrete tt Carry All $52 58 �Qi Water rators- Scrapers, Self-propelled 45 $53 49 7A Water Yards And Over �ators- Sernce Engmeers - Equipment $52 58 7A Water �ators- Shotcrete/gunrte Equipment $50 22 7A https //fortress wa gov/lm/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 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P � $� � 8P � $�. 8P 8P 8P 9/13/2013 �` Page 14 of 17 Kitsap Power Equipment O_perators Shovel , Excavator, Backhoe, $52 58 7A Underground Sewer Ft Water Tractors Under 15 Metnc Tons K�tsap Power Equipment Operators- Shovel, Excavator, Backhoe $53 49 7A Under�round Sewer Ft Water Over 30 Metrtc Tons To 50 Metr�c Tons K�tsap Power Ec�u�pment Operators- Shovel, Excavator, Backhoes, $53 00 7Q Under�round Sewer £t Water Tractors 15 To 30 Metric Tons Kitsap Power Equ�ament Operators- Shovet, Excavator, Backhoes $54 04 7A Undereround Sewer & Water Over 50 Metric Tons To 90 Metnc Tons K�tsap Power Equipment Operators- Shovel, Excavator, Backhoes $54 61 7A Under�round Sewer & Water Over 90 Metric Tons Kitsap Power Equ�pment �peratars- Slipform Pavers $53 49 7A Under�round Sewer & Water K�tsap Power Eciu�pment Operators- Spreader, Topsider £t $53 49 7A Underground Sewer �x Water Screedman K�tsap Power Equ�pment Operators- Subgrader Tnmmer $53 00 7A Under�round Sewer �t Water K�tsap Power Equ�pment Operators- Tower Bucket Elevators $52 58 7A Under�round Sewer �t Water Kitsap Power Equ�pment Operators- Tower Crane Over 175 �n $54 61 7A Undereround Sewer & Water Height, Base To Boom Kitsap Power Equi�ment Operators- Tower Crane Up To 175 In $54 04 7A UnderQround Sewer £t Water He�ght Base To Boom Kitsap Power Equapment Operators- Transporters, Att Track Or $53 49 7A Under�round Sewer £t Water Truck Type Kitsap Power Ec�u,pment Operators- Trench�ng Machines $52 58 7A Under�round Sewer tt Water Kitsap Power Equioment Operators- Truck Crane Oiler/dr�ver - 100 $53 00 7A Kitsap Power Equ�pment operator Undereround Sewer Ft Wate K�tsap Power Eau�pment Operator Undereraund Sewer £t Wate Kitsap Power Equipment 0 e� rator UnderQround Sewer �t Wate Kitsap Power Egu�pment Ooerator Under�raund Sewer Ft WatE Kitsap Power Equipment Operator Under�round Sewer Ft Wate Kitsap Power Lme Ctearance Tree Trimmers K�tsap Power �me Clearance Tre� Tr�mmers K�tsap Power Line Clearance Tree Trimmers K�tsap Power Lme Clearance Tree Tr�mmers K�tsap Power Lme Ctearance Tree l rucK (.rane U�terianver unaer �SC 5n iA 100 Tons Truck Mount Portabte Conveyor $53 00 7A Welder $53 49 7A Wheel Tractors, Farmall Type $50 22 � Yo Yo Pay Dozer $53 00 7A Journey Level In Charge $43 76 5A Spray Person $41 51 5A Tree Equipment Operator $43 76 5A Tree Tr�mmer $39 10 5A Tree Tr�mmer Groundperson $29 44 5A 3C 8P 3C 8P 3C $,Q 3C 8P 3C 3C 3C 3C 3C 3C � 3C 3C 3C 3C 3C 3C 3C 3C 4A 4A 4A 4A 4A 8P 8P 8P 8P 8P 8P 8P 8P � 8P 8P � 8P � 8P https //fortress wa gov/lnt/wagelookup/prvWagelookup aspx 9/13/2013 � � � � ' 1 � � � � , � � � , ' � � � Kitsap Refn�erat�on & A�r Mecharnc Cond�t�omn� Mecharncs Kitsap Resident�al Br�ck Mason Journey Levet Kitsap Res�dent�al Carpenters Joumey Level Kitsap Res�dentaal Cement Masons Journey Level Kitsap Res�dent�al Drvwalt Applicators Journey Level Kitsap Res�dential Drywatl Tapers Journey Level Kitsap Residential Electnaans Journey Level K�tsap Resident�al Glaz�ers Journey Level Krtsap Res�dential Insulat�on Journey Level Appticators K�tsap Resrdenttiat Laborers Journey Level Kitsap Residentiat Marbte Setters Journey Level K�tsap Res�dential Pamters Journey Level Kitsap Resident�at Plumbers �t Journey Level Pipefitters Krtsap Residential RefnQeration & Air Journey Level Cond�t�ornng Mechanics Kitsap Residential Sheet Metal Journey Level (Field or Shop) Workers Kitsap Residential Soft Ftoor Layers Journey Level Kitsap Residenhat Spnnkter F�tters Journey Level lF�re Protectionl Kitsap Resident�at Stone Masons Journey Level K�tsap Resident�al Terrazza Workers Journey Level Kitsap Res�dentiat Terrazzo/Tile Journey Level F�rnshers Kitsap Residentiat T�le Setters Journey Level K�tsap RoQfers Journey Level Kitsap Roofers Usmg Irritable Bituminous Matenals Kitsap Sheet Metat Workers Journey Level (F�eld or Shop) Krtsap 5h�pbuildina Ft Sh�p Repair CARPENTER Kitsap Sh�pbu�tdinQ Ft Ship Repa�r ELECTRICIAN Kitsap Sh�obuitdin� &t Sh��Repair Heat �t Frost Insulator Kitsap Shipbu�td�nu £x Sh�p Repa�r Laborer Kitsap Shipbuitdm�, 8 Sh� Re�air MACHINIST Kitsap Shipbu�tdmQ �t Ship Repa�r OPERATOR Kitsap �h�pbu�tdina & Ship Repa�r Painter K�tsap �h�pbu�td�ng �Sh�p i�pair PIPEFITTER Krtsap Shipbuitdin$ 8 Ship Repa�r RIGGER Kitsap Shipbu�ldin� £t Sh�p Re a�ir Sheet Metal Kitsap Sh�pbu�tdin�_ft_Sh�p Repair SHIPFITTER Kitsap 5h�obu�ld�ng 8 Ship Repa�r WELDER/BURNER K�tsap Si�n Makers �Z Instatlers Journey Level https //fortress wa gov/lm/wagelookup/prvWagelookup aspx $61 57 5A $17 04 $39 62 5Q $30 87 $39 62 5D $20 00 $27 00 $53 76 7L $13 96 $16 89 $17 04 $19 52 $21 11 $17 64 $28 95 $19 38 $27 74 $50 12 5A $9 19 $30 26 $31 14 $44 21 5A $47 21 5A $69 37 7F $19 29 $25 53 $58 93 ,�1 $19 64 $19 29 $19 44 $36 64 (�,Z $19 29 $19 29 $22 21 $19 29 $19 29 $20 58 Page 15 of 17 1G 1 1M 1M 1 1 1Y 1 1 1 1 1 1 1 1M 1 1 1 � 1R 1E 1 1 15 1 1 T 1 1 1 9/13/2013 Page 16 of 17 K�tsap S�Qn Makers & Instatlers (Non- Journey Level $9 27 Electrical) K�tsap Soft Floor Layers Journey Level $42 15 5A Kitsap Solar Controls For Windows Journey Level $10 31 K�tsap Spr�nkler F�tters {F�re Journey Level $69 59 5C Protect�onl K�tsap Sta�e R��n� Mechamcs tNon Journey Level $13 23 Structurall Kitsap Stone Masons Journey Levet $50 12 5A Kitsap Street And Park�ng Lot Journey Level $16 00 Sweeper Workers Kitsap Surveyors Ass�stant Construction Site $52 58 7A Surveyor Kitsap Surveyors Chainman $52 06 7A K�tsap Surveyors Construction S�te Surveyor $53 49 7A Kitsap Telecommumcation Journey Level $39 57 7E Techmcians Kitsap Telephone Lme Construct�on - Cable Splicer $36 01 5A Outside Kitsap Tetephone Lme Construction - Hole Digger/Ground Person $20 05 � Outs�de Kitsap Telephone Lme Construct�on - Installer (Repairer) $34 50 5A Outs�de Kitsap Tetephone Lme Construction - Speaal Aparatus fnstaller I $36 01 5A Outsrde Kitsap Tetephone L�ne Canstruction - Speaal Apparatus Installer 11 $35 27 5A Outs�de Kitsap Telephone L�ne Construcfi�on - Telephone Equipment Operator $36 01 5A Outs�de (Heavy) Kitsap Telephone L�ne Const�uction - Telephone Equipment Operator $33 47 5A Outsade (Light) Kitsap Telephone L�ne Construction - Telephone Lineperson $33 47 5A Outs�de K�tsap Telephone L�ne Construction - Televis�on Groundperson $19 04 5A Outs�de Kitsap Tetephone L�ne Construct�on - Television Lineperson/Installer $25 27 SA Outs�de Kitsap Telephone Line Construction - Television System Techmcian $30 20 5A Outs�de K�tsap Telephone L�ne Construct�on - Telev�sion Techmc�an $27 09 SA Outs�de Kitsap Telephone L�ne Construction - Tree Tnmmer $33 47 5A Outside K�tsap Terrazzo Workers Journey Level $46 96 �A Kitsap Tile Setters Journey Level $46 96 5A K�tsap T�le. Marbte �t Terrazzo Journey Level $12 00 F�mshers K�tsap Traffu Cantrot Stnpers Journey Level $42 33 � 1 1 1X 1 1 3C 3C 3C 1E 2B 26 2B 26 2B 26 26 2B 26 2B 26 2B 26 1M 8P 8P 8P 1 L https //fortress wa gov/lru/wagelookup/prvWagelookup aspx 9/13/2013 , ' � � ' � � � � i 1 1 1 1 1 1 � 1 1 Kitsap Truck Dnvers Asphalt Mix Over 16 Yards (W WA-Joint Council 28) K�tsap Truck Dnvers Asphalt M�x To 16 Yards (W WA-Jomt Council 28) K�tsap Truck Dr�vers Dump Truck K�tsap Truck Dnvers Dump Truck And Trailer K�tsap Truck Dnvers Other Trucks K�tsap Truck Drivers Trans�t M�xer K�tsap Well Dr�lters 8 Irragation Pumg Irngation Pump Installer instatters Kitsap Wetl Drilters £t Irn�at�on Pump Oiler lnstatters Kitsap Wetl Drillers F� Irra�ation Pum� Well Dnller lnstalters https //fortress wa gov/lm/wagelookup/prvWagelookup aspx $47 91 $47 07 $19 60 $19 b0 $18 37 $20 79 $13 17 $14 08 $14 40I Page 17 of 17 5D 3�4 8L 5D 3A 8L 1 1 1 1 1 1 9/13/2013 ' Washington State Department of Labor and Industries Pol�cy Statement (Regard�ng the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) I�st of critena to be used in determming whether a prefabricated item is "standard" or "non-standard" For items not appeanng on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determme coverage under RCW 39 12 The production, in the State of Washmgton, 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 Washmgton is not covered by RCW 39 12 1 Is the item fabncated 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 fabncated 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/fabrication plant set up for, and dedicated primar�ly 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, cuttmg, modification or other fabncation 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 mtended 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 charactenstics such as shape, type of material, strength reqwrements, 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 Supplementai to Wage Rates 08/31/2013 Edit�on, Published August 1st, 2013 � , � � ' � � r� ` u � � � , � ' ' LI � � � �J , WSDOT's Predetermined L�st for Suppiiers - Manufactures - Fabricator ' � � ' Below �s a list of potentially prefabncated items, ongmally 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 w�th an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 3912 Items marked with an X m 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 accordmg to the cntena described m State and L&i's policy statement ITEM DESCRIPTfON YES NO � � Metal rectangular frames, solid metal covers, herrmgbone grates, � and brdirectional vaned grates for Catch Basin � � Types 1, 1 L, 1 P, and 2 and Concrete I nlets See Std Plans i f 1-- 2 Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, � ; � , Drywell Types 1, 2, and 3 and Catch Basm Type 2 See Std Plans _ I _�_ _ ___ 3 Prefabricated steel grate supports and weided grates, ; � , metal frames and dual vaned grates, and Type 1, 2, and ; � � 3 structural tubing grates for Drop Inlets See Std Plans � I ' ' , lJ � ' � ' 4 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter 5 Concrete P�pe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes 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 r for culverts and storm sewers, s4zes 30 �nch to 120 �nches in diameter May also be treated, #5 i Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � X � X r i � � _ _I 2 � ITEM DESCRIPTION YES NO 8 Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mountmg sign structures, luminanes and other items, shall be � made from commercial bolt stock See Contract Plans and Std Plans for size and material type � 9 Aluminum Pedestrian Handrad - Pedestrian handrad conformmg to the type and material specifications set forth in the i contract plans Welding of aluminum shall be ; �n accordance with Section 9-28 14(3) 10 Ma�or Structural Steel Fabrication - Fabrication of major steel �tems such as trusses, beams, girders, etc , for bridges � 11 Minor Structural Steel Fabrication - Fabrication of minor steel I Items such as speciai hangers, brackets, access doors for ' structures, access ladders for irrigation boxes, bridge expansion � �oint systems, etc , involving welding, cutting, punch�ng and/or � boring of holes See Contact Plans for item description and shop drawings 12 Aluminum Bridge Railing Type BP - Metal bridge rading �-� conforming to the type and material specifications set forth � in the Contract Plans Welding of aluminum shall be in ` accordance with Section 9-28 14(3) 13 Concrete Piling--Precast-Prestressed concrete pdmg for use as 55 � and 70 ton concrete piling Concrete to conform to � � _, _ _ i X I X � I � I � �f Section 9-19 1 of Std Spec ; X a 14 Precast Manhole Types 1, 2, and 3 with cones, ad�ustment � 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 3 ' LJ ' ' ' � � � , ' ' � �� ' ' � ' � 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 � � � i i _ _ � � X � X 19 Precast Grate Inlet Type 2 w�th extension and top urnts � See Std Plans - - - -; -- - 20 Metal frames, vaned grates, and hoods for Combination , Inlets See Std Plans i 21 Precast Concrete Utdity Vaults - Precast Concrete utility vaults of -� various sizes Used for m 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 Barner - Precast Concrete Barrier for � use as new barrier or may also be used as Temporary Concrete � Barner Only new state approved barrier may be used as , permanent barner j 25 Reinforced Earth Wali Panels — Reinforced Earth Wali 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 � �( Fabncation at other locations may be approved, after facilities inspection, contact HQ Lab i 26 Precast Concrete Walls - Precast Concrete Walls - tdt-up wall � } panel in size and shape as shown in Plans ; � Fabricat�on plant has annual approval for methods and materials � _to be used _ _ __ _ _ _ __ � Supplemental to Wage Rates 08/31/2013 Edit�on, Published August 1st, 2013 X _� X 4 , ITEM DESCRIPTION YES NO 27 Precast Radroad Crossings - Concrete Crossmg Structure � Slabs _ 28 12, 18 and 26 mch Standard Precast Prestressed Girder - T ` — t - Standard Precast Prestressed Girder for use in structures � I 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 Series 4-14 - Prestressed Concrete Girders for use in structures Fabricator plant has annual approval � of inethods and materials to be used Shop Drawmg to be provided for approval prior to casting girders ! See Std Spec Section 6-02 3(25)A � 30 Prestressed TrrBeam Girder - Prestressed Tri-Beam Girders for use in structures Fabricator plant has annual approval of methods and matenals 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 ---T- Hollow-core slab 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 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 Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � � - -- -- � � � � i � 1 � X , I i � ' � I - f �'� � 5 , , ' , L� � � � � , i � ' l� ' � IJ , ' ITEM DESCRIPTION YES NO 34 Cantdever Sign Structure - Cantdever Sign Structure fabrticated from steef tubing meeting AASHTO-M-183 See Std Plans, and Contract Plans for details The steel structure � shall be galvanized after fabrication in accordance with � AASHTO-M-111 � 35 Mono-tube Sign Structures - Mono-tube Sign Bndge ' fabricated to detads shown in the Plans Shop drawings for approval are required prior to fabrication ; - -- - E 36 Steel Sign Bndges - Steel Sign Bndges fabricated from steel , tubing meeting AASHTO-M-138 for Alummum Alloys i See Std Plans, and Contract Plans for detads The steel � structure , shall be galvanized after fabrication in accordance f with AASHTO-M-111 � � 1� 37 Steel Sign Post - Fabncated Steel Sign Posts as detaded m Std Ptans Shop drawings for approva! are to be provided prior to fabrication __ ______ __ _ 38 Light Standard-Prestressed - Spun, prestressed, hollow concrete poles , � 39 40 41 �ignt 5tanaaras - ugnting 5tanaaras tor use on hignway � illummation systems, poles to be fabricated to conform with methods and matenals as specified on Std Plans See Specia � Provisions for pre-approved drawings ; - - -- � Traffic Signal Standards - Traffic Signal Standards for use on j highway and/or street signal systems Standards to be fabricated � to conform with methods and matenal as specified on Std Plans See Special Provisions for pre-approved drawmgs Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std Plans Suppiemental to Wage Rates 08l31 /2013 Ed�tion, Pubf�shed August 1 st, 2013 f�� i � � � , ITEM DESCRIPTION YES NO 42 Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, ' the sources of the followmg materials must be submitted and approved for reflect�ve sheeting, legend material, and aluminum sheetmg I NOTE *** Fabrication inspection required Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to X � X I be installed _ __ _ ___ __ � _ i _ ' custom � sta f Message Signing � Messa�e 43 Cuttmg & bending reinforcing steel � I � � 44 Guardrad components � �( � x i Custom I Standard End Sec Sec - - - - - - -- -- -�-_ _ _ _ 45 Aggregates/Concrete mixes � Covered by WAC 296-127-018 46 Asphalt i covered by � WAC 296-127-018 - ----- - -- - - — --- --- - -- - --- - --- - - - - -- --- i - X- - 47 Fiber fabrics — — --- - ---- ----- - -- --- -- - -;--_ 48 Electrical w�nng/components ' X - --- ------- -- --- - ----- - - --�----- 49 treated or untreated timber pde � X � i 50 Girder pads (elastomeric bearing) x I 51 Standard Dimension lumber � � � � 52 Irrigation components i � � _ _ _ __ _ ^_ _ _ ___ � � -- - -- - Supplemental to Wage Rates 7 08/31/2013 Edition, Published August 1st, 2013 � � ' � � , � � � � ITEM DESCRIPTION YES NO 53 Fencing materials 54 Guide Posts � � 55 Traffic Buttons 56 Epoxy 57 Cribbing 58 Water distnbution mater�als 59 Steel "H" pdes � ! 60 Steel pipe for concrete pde casings 61 Steel pile tips, standard 62 Steel pde tips, custom i , X - ---- --- -�- � - --!� - --- ---- f � , t - --� -- - - - -- � - , � � l , X -- -- --- -----� -- � - - - - - ---- -�---- - - I � -- -- ---- - - - - ->-- -- ; � � -- - -- --G l� � Prefabricated items specifically 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 offsite prefabrication shatl be the applicable prevading wage for the county in which the actual prefabrication takes place ' It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform ' See RCW 39 12 010 (The definition of "local�ty" in RCW 39 12 010(2) contains the phrase wherein the physical work is bemg pertormed " The department interprets this phrase to mean the actual work site , ' � ' � Supplemental to Wage Rates 08/31/2013 Edition, Published August 1st, 2013 � LJ � WSDOT's List of State Occupations not applicable to Heavy and Hsghway Construction Pro�ects Th�s pro�ect rs 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 considering �ob classificat�ons for use and / or payment when bidding on, or buildmg heavy and h�ghway construction pro�ects for, or admmistered by WSDOT, these Occupations will be excepted from the mcluded "Washington State Prevailing Wage Rates For Public Work Contracts" documents • Buddmg Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heatmg Equipment Mechanics • Industrial Engme and Machme Mechanics • Industrial Power Vacuum Cleaners • Inspect�on, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machmists (Hydroelectric Site Work) • Modular Buddings • Playground & Park Equipment Installers � Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** a Sign Makers and Installers (Non-Electrical) • S�gn Makers and Installers (Electncal) • Stage Rigging Mecharncs (Non Structural) The following occupations may be used only as outlmed in the preceding text concerning "WSDOT's list for Suppiiers - Manufacturers - Fabncators" • Fabncated Precast Concrete Products + Metal Fabrication (In Shop) Defirntions for the Scope of Work for prevadmg wages may be found at the Washmgton State Department of Labor and Industries web site and in WAC Chapter 296-127 �� , , � � � � � C � t ' � LJ r ' Supplemental to Wage Rates 9 , 08/31/2013 Edition, Published August 1st, 2013 CI ' , � � � ' � , � ' ' �� , ' I� Washington State Department of Labor and Industries Pol�cy Statements (Regarding Production and Delrvery of Gravel, Concrete, Asphalt, etc ) WAC 296-127-018 Agency filings affecting this section Coverage and exempt�ons of workers �nvolved in the production and del�very of gravel, concrete, asphalt, or s�mdar mater�als (1) The materials covered under this section include but are not limited to Sand, gravel, crushed rock, concrete, asphalt, or other similar matenals (2) All wo�kers, regardless of by whom employed, are sub�ect to the provisions of chapter 39 12 RCW when they perform any or all of the following funcfions (a) They deliver or discharge any of the above-listed materials to a pubiic works pro�ect site (i) At one or more point(s) directly upon the location where the material wdl be mcorporated into the pro�ect, or (n) At multiple pomts at the pro�ect, or (ui) Ad�acent to the location and coo�dmated with the incorporation of those matenals (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 matenais from a public works construct�on site pursuant to contract requirements or specifications (e g, excavated materials, materials from demolished structures, clean-up materials, etc ) (d) They work m a materials production facility (e g, batch plant, borrow pit, rock quarry, etc ,) which is established for a pubiic works pro�ect for the specific, but not necessarily exclusive, purpose of supplying materials 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 incorporation of any materials into the public works pro�ect Supplemental to Wage Rates 10 08/31/2013 Edition, Published August 1st, 2013 � � (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages Travel time mcludes 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 obtam another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent m 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 materials to a stockpde (a) A"stockpde" is defined as matenals delivered to a pile located away from the site of incorporation such that the stockpded matenals must be physically moved from the stockpde and transported to another location on the pro�ect site m order to be incorporated into the pro�ect (b) A stockpde does-not mclude any of the functions described m subsection (2)(a) through (fl of this section, nor does a stockpde include materials delivered or distributed to multiple locations upon the pro�ect site, nor does a stockpde include materials dumped at the place of incorporation, or ad�acent to the location and coordinated with the incorporation (5) The applicable prevadmg wage rate shall be determined by the locality in which the work is performed Workers sub�ect to subse�t�on (2)(d) of this section, who produce such matenals at an off-site facd�ty shall be paid the applicable prevading wage rates for the county m which the off-site facdity �s located Workers sub�ect to subsection (2) of this section, who del�ver such materials to a public works pro�ect site shall be paid the applicable prevading wage rates for the county in which the pubiic works pro�ect is located [Statutory Authonty Chapter 39 12 RCW, RCW 43 22 051 and 43 22 270 08-24-101, § 296-127-018, filed 12i2/08, 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 Ed�tion, Published August 1st, 2013 ' � II � � u �� I � LJ �.l , 1 ' �J ' n L� �' � � �J ' � I� LJ ' Benefit Code Key — Effect�ve 8-31-2013 thru 3-4-2014 �***�***********«.****�************�***�***«+*�*��***�*******�**********�************#********:********�**** Overhme Codes Overtime calculations are based on the hourly rate actually pa�d to the worker On publ►c works pro�ects, the hourly rate must be not less than the preva�lmg rate of wage mmus the hourly rate of the cost of fr�nge benefits actually provided for the worker ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER W�EK 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 Atl hours worked on Sundays and holidays shall be pa�d at double the hourly rate of wage C The first two (2) hours after e�ght (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be pa�d at one and one-half t►mes the hourly rate of wage Atf other overttme hours and all hours worked on Sundays and holidays shall be pa�d 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 pa�d at one and one-half times the hourly rate of wage All addit�onal 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 e�ght (8) regular hours Monday through Fnday and the first eight (8) hours on Saturday shall be paid at one and one-half t�mes 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) regular hours Monday through Fr�day and the first ten (10) hours on Saturday ' shall be paid at one and one-half times the hourly rate of wage All other overtime hours worked, except Labor Day, shall be pa�d at double the hourly rate of wage All hours worked on Labor Day shall be paid at three t�mes the hourly rate of wage ' , �� , � l J ' ' G The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday m a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be pa�d at double the hourly rate of wage H All hours worked on Saturdays (except makeup days if work is lost due to �nclement weather conditions or equ�pment breakdown) shall be pa�d at one and one-half times the hourly rate of wage All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage I All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage J The first two (2) hours after eight (8) regular 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 hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage K All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on hol�days shall be pa�d at double the hourly rate of wage M All hours worked on Satwdays (except makeup days if work is lost due to �nclement weather cond�tions) shall be pa�d at one and one-half t�mes the hourly rate of wage All hours worked on Sundays and hoiidays shall be pa�d at double the hourly rate of wage '�. J 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 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 O The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays, holidays and after twelve (12) hours, Monday through 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 c�rcumstances warrant) and Sundays shall be pa�d at one and one-half times the hourly rate of wage Ail hours worked on hol�days shall be paid at double the hourly rate of wage Q The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be pa�d at one and one-half t�mes 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 Chr�stmas day) shall be paid at double the hourly rate of wage All hours worked on Chr�stmas day sha(I be paid at two and one-hatf t►mes the hourly rate of wage R All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage S The first two (2) hours after e�ght (8) regutar hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half t�mes the hourly rate of wage All hours worked on hol�days and all other overt�me 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 ttmes the hourly rate of wage U All hours worked on Saturdays shall be pa�d at one and one-half t�mes the hourly rate of wage All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage V All hours worked on Sundays and holidays (except Thanksgrving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage All hours worked on Thanksg�v�ng Day and Christmas day shall be pa�d at double the hourly rate of wage W All hours worked on Saturdays and Sundays (except make-up days due to conditions beyand the control of the employer)) shall be pa�d at one and one-half times 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) regular hours Monday through Fr�day and the first twelve (12) hours on Saturday shall be paid at one and one-half t�mes the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage When holiday falls on Saturday or Sunday, the day before Saturday, Fr�day, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage Y All hours worked outside the hours of 5 00 am and 5 00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked m excess of e�ght (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and hol�days (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 pr�or approval on a scheduled workday dunng the workweek shall be pa�d at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours durmg that workweek ) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be pa�d at double the hourly rate of wage Z All hours worked on Saturdays and Sundays shall be paid at one and one-half times the howly rate of wage All hours worked on hol�days shall be paid the stra�ght t�me rate of pay m addition to holcday pay ' ' ' LJ � � ' � � ' ' � 1 Benefit Code Key — Effective 8-31-2013 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 pa�d at one and one-half t�mes the hourly rate of wage C All hours worked on Sundays 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 two t�mes the hourly rate of wage F The first e�ght (8) hours worked on holidays shall be paid at the straight hourly rate of wage m addiUon to the hol�day pay Ali hours worked m excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage G All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage mcludmg holiday pay H All hours worked on Sunday shall be pa►d at two t�mes the hourly rate of wage All hours worked on holidays shall be pa�d at one and one-half times the hourly rate of wage K All hours worked on hol�days shall be pa�d at two times the hourly rate of wage tn addit�on to the holiday pay O All hours worked on Sundays and hol�days shall be paid at one and one-half times the hourly rate of wage R All hours worked on Sundays and holidays and all hours worked over si�cty (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 t�mes the hourly rate of wage All hours worked over 12 hours m a day or on Sundays and hol�days shall be pa�d at double the hourly rate of wage W The first two (2) hours after eight (8) regular hours Monday through Fr�day and the first eight (8) hours on Saturday ' shall be paid at one and one-half times the houriy rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten , shall be paid at double the hourly rate of wage The first e�ght (8) hours worked on the fifth day shall be pa�d at one and one-half times the hourly rate of wage All other hours worked on the fifth, s�xth, and seventh days and on holidays shall be pa�d at double the hourly rate of wage J , ' ' � , , ' Y All hours worked on Saturdays (except for make-up days) shall be paid at one and one-half t�mes 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 pa�d at doubie the hourly rate of wage ALL HOURS WORKED M 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 �n excess of eight (8) hours of straight time per day, or ten (10) hours of stra�ght time per day when four ten (10) hour shifts are established, or forty (40) hours of stra�ght t�me per week, Monday through Fr�day, or outs�de the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours (12) m a s�ngle sh�ft and all work performed after 6 00 pm Saturday to 6 00 am Monday and holidays shall be pa�d at double the straight time rate of pay Any shift startmg between the hours of 6 00 pm and midn�ght shall receive an addrtional one dollar ($1 00) per hour for all hours worked that shift The employer shall have the sole discretion to ass�gn overhme work to employees Pnmary consideration for overtime work shall be given to employees regularty ass�gned to the work to be performed on overt�me situations After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicab(e overtime rate until such t�me as the employee has had a break of eight (8) hours or more 1 Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 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 e�ght (8) hours of stra�ght time per day, or ten (10) hours of straight t�me per day when four ten (10) hour shiRs are established, or forty (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-hatf t�mes the hourly rate of wage All work performed after 6 OQ pm Saturday to 5 00 am Monday and Hol�days shall be paid at double the hourly rate of wage After an employee has worked eight (8) hours at an applicable overt�me rate, all add�t�onal hours shall be at the applicable overtime rate unt�l such time 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 prem�um rate of I S% over the hourly rate of wage All other hours worked after 6 00 am on Saturdays, shall be paid ai one and one-half times the hourly rate of wage All hours worked on Sundays and hol�days shall be pa�d at double the hourly rate of wage E All hours worked Sundays and holidays shall be paid at double the hourly rate of wage Each week, once 40 hours of straight t�me work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be pa�d at double the hourly wage rate F All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on Sunday sha11 be paid at two t�mes the hourly rate of wage All hours worked on pa�d hol�days shall be pa�d at two and one-half times the hourly rate of wage mcludmg hol�day pay G Work performed m excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (] 0) hour shifts are established, or forty (40) hours of straight time per week, Monday through Fnday, , and all work on Saturdays shall be pa�d at t�me and one-haif the straight t�me rate Hours worked over twelve hours (12) m a s�ngle shift and all work performed after 8 00 am Sunday to 8 00 am Monday and Holidays shall be paid at double the stra�ght t�me rate of pay After an employee has worked e�ght (8) hours at an appl�cable overtime rate, all addit�onal hours shall be at the applicable overtime rate until such t�me as the employee has had a break of e�ght (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 e�ght (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage All hours worked on Saturdays, Sundays and hol�days shall be paid at double the hourly rate of wage Holidav Codes A Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgivmg Day, Fr�day after Thanksgivmg Day, and Chr�stmas Day (7) B Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Tharilcsgrvmg Day, Friday after Thanksgivmg Day, the day before Chnstmas, and Chr�stmas Day ($) C Hol�days New Year's Day, Presidents' Day, Memonal Day, Independence Day, Labor Day, Thanksgiv►ng Day, the Fnday after Thanksgrv�ng Day, And Chr►stmas Day (8) D Hol�days New Year's Day, Mernonal Day, Independence Day, Labor Day, Thanksgivmg Day, the Fr�day and Saturday after Thanksgivmg Day, And Chnstmas Day (8) 4 ' , H ' S I 1 � ' ' � 1 ' ' , ' ' 6 � , ' ' , J K L N P Q R S T Z A E Ce3 H Benefit Code Key — Effect�ve 8-31-2013 thru 3-4-2014 Hol�days New Year's Day, Memonal Day, Independence Day, Thanksg�vmg Day, the Day after Thanksgivmg Day, And Christmas (6) Holidays New Year's Day, Memor�al Day, Independence Day, Labor Day, Thanksgivmg Day, and Chnstmas Day (6) Holidays New Year's Day, Memorial Day, Independence Day, Thanksgiv�ng Day, Friday after Thanksg�v�ng Day, Chnstmas Eve Day, And Chnstmas Day (7) Hol�days New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgivmg Day, The Day Before Christmas, And Chnstmas Day (9) Hol�days New Yeaz's Day, Martm Luther Kmg Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgivmg Day, Fnday After Thanksg�ving Day, And Christmas Day (8) Holidays New Year's Day, Pres�dents' Day, Memonal Day, Independence Day, Labor Day, Veterans' Day, Thanksg�vmg Day, The Friday After Thanksgrv�ng Day, And Chnstmas Day (9) Hol�days New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, Enday And Saturday After Thanksgiv�ng Day, The Day Before Chnstmas, And Christmas Day (9) If A Hol�day Falls On Sunday, The Follow�ng Monday Shall Be Cons�dered As A Hol�day Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgrving Day, and Chr�stmas Day (6) Pa�d Hol�days New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksg►v�ng Day, Day After Thanksgrvmg Day, One-Half Day Before Chr►stmas Day, And Christmas Day (7 1/2) Paid Holidays New Year's Day, Pres�dents' Day, Memorial Day, Independence Day, Labor Day, Thanksg�ving Day, And Chnstmas Day (7) Pa�d Holidays New Year's Day, Washmgton's Birthday, Memonal Day, Independence Day, Labor Day, Thanksgivmg Day, The Fr�day After Thanksgiv�ng Day, Chr�stmas Day, And The Day Before Or After Chnstmas (9) Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgivmg Day, the Fr�day after Thanksg�vmg Day, And Chnstmas Day (8) Hol�dav Codes Cont�nued Pa�d Hol�days New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgrv�ng Day, The Fnday After Thanksg�vmg Day, And Chnstmas Day (8) Paid Holidays New Year's Day, Day Before Or After New Year's Day, Pres�dents Day, Memorial Day, Independence Day, Labor Day, Thanksg�ving Day, Day After Thanksg►vmg Day, Chnstmas Day, And A Half-Day On Christmas Eve Day (9 1/2) Paid Hol�days New Year's Day, Martm Luther King Jr Day, Pres�dents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgivmg Day, The Fnday After Thanksgrvmg Day, Christmas Day, And Christmas Eve Day (11) Paid Holidays New Year's Day, New Yeaz's Eve Day, Memonal Day, [ndependence Day, Labor Day, 5 � 4 1 Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 T Thanksgivmg Day, Friday After Thanksgivmg Day, Christmas Day, The Day After Chnstmas, And A Eloating Holiday (10) Pa�d Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, Fr�day After Thanksg�ving Day, And Christmas Day (7) Pa�d Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksg�vmg Day, The Friday After Thanksg�ving Day, The Last Workmg Day Before Chnstmas Day, And Chr�stmas Day (9) ' , � Z Hol�days New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgrvmg Day, Fr�day after Thanksgiv�ng Day, And Chr�stmas Day (7) If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday If a holiday falls on Sunday, the followmg Monday shall be considered as the holiday Hohdav Codes Cont�nued A Holidays New Year's Day, Memor�al Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgivmg Day, And Chr�stmas Day (8) Any Hol�day Wh�ch Falls On A Sunday Shall Be Observed As A Holiday On The Followmg Monday If any of the l�sted holidays falls on a Saturday, the precedmg Friday shall be a regular work day B Hol�days New Year's Day, Memor�al Day, Independence Day, Labor Day, Thanksg�v�ng Day, the Friday and Saturday after Thanksgivmg Day, And Chr�stmas Day (8) Any holiday wh�ch falls on a Sunday shall be observed as a holiday on the following Monday Any hol�day which falls on a Saturday shall be observed as a hol�day on the preceding Friday C Hol�days New Year's Day, Martin Luther Kmg Jr Day, Memorial Day, Independence Day, Labor Day, Thanksg�vmg Day, The Fr�day After Thanksgiving Day, And Chnstmas Day (8) Any hoLday which falls on a Sunday shall be observed as a hol�day on the follow�ng Monday Any hol�day which falls on a Saturday shall be observed as a hol�day on the precedmg Fr�day D Pa�d Hol�days New Year's Day, Memor�al Day, Independence Day, Labor Day, Veteran's Day, Thanksg�ving Day, the Friday after Thanksgrvmg Day, And Chnstmas Day (8) Unpa�d Holidays Pres�dent's Day Any paid holiday which falls on a Sunday shall be observed as a holiday on the follow�ng Monday Any paid holiday wh�ch falls on a Saturday shall be observed as a holiday on the precedmg Friday ' 1 1 ' 1 � � ' E Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksg�ving Day, the Friday after Thanksg►v►ng Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a hol�day on ' the following Monday Any hol�day wh�ch falls on a Saturday shall be observed as a hol�day on the precedmg Fnday F Hol�days New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgivmg Day, the Fr�day after Thanksgivmg Day, the last work�ng day before Christmas day and Chnstmas day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any hol�day which falls on a Saturday shall be observed as a hol�day on the preceding Fr�day G Hol�days New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgivmg Day, and Christmas Day (6) Any hol�day which falls on a Sunday shall be observed as a hol�day on the following Monday H Hol�days New Year's Day, Mart�n Luther Kmg Jr Day, Independence Day, Memor�al Day, Labor Day, Thanksg�vmg Day, the Fnday after Thanksg�ving Day, the Last Work►ng Day before Christmas Day and Chr�stmas Day (9) Any hol�day 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 holiday on the preceding Fnday 6 t � ' ' ' � � Benefit Code Key — Effective 8-31-2013 thru 3-4-2014 1 � ' I Hol�days New Year's Day, President's Day, Independence Day, Memonal Day, Labor Day, Thanksgiv�ng Day, The Fnday After Thanksgtvmg Day, The Day Before Chr�stmas Day And Chr�stmas Day (9) Any holiday wh�ch falls on a Sunday shall be observed as a holiday on the fotlowing Monday Any hol�day wh�ch fal(s on a Saturday shall be observed as a holiday on the preceding Fnday J Hol�days New Year's Day, Independence Day, Memoriat Day, Labor Day, Thanksgiv►ng Day and Chnstmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the follow�ng Monday Any holiday which falis on a Saturday shall be observed as a holiday on the preceding Fr�day K Hol�days New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after � Thanksgiving Day, And Christmas Day (8) Any hol�day wh�ch falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falts on a Saturday shall be observed as a hol�day on the precedmg Fnday i ' � i � � 1 � II u � � ' L Hol�days New Year's Day, Memor�al Day, Labor Day, Independence Day, Thanksg�ving Day, the Last Work Day before Chr�stmas Day, And Chrtstmas Day (7) Any holiday whtch 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 holiday on the preceding Fnday M Paid Holidays New Year's Day, The Day after or before New Year's Day, President's Day, Memor�al Day, Independence Day, Labor Day, Thanksgiv�ng Day, the Fnday after Thanksg�ving Day, Chnstmas Day, And the Day after or before Christmas Day 10) Any holiday wh�ch falis on a Sunday shall be observed as a holiday on the follow�ng Monday Any holiday wh�ch falls on a Saturday shall be observed as a hol�day on the precedmg Fnday N Hol�days New Year's Day, Memor�al Day, Independence Day, Labor Day, Thanksgivmg Day, the Fnday after Thanksgiving Day, And Chr�stmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the followmg Monday When Christmas falls on a Saturday, the precedmg Fr►day shal( be observed as a hol�day O Paid Hol�days New Year's Day, The Day Aftei Or Before Ne�v Year's Day, Pres�dent's Day, Memorial Day, Independence Day, Labor Day, Thanksg�vmg Day, The Fr�day After Thanksg�vmg Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday 11) Any holiday wh�ch falls on a Sunday shall be observed as a holiday on the follow►ng Monday Any hol�day which falls on a Saturday shall be observed as a holiday on the preceding Friday P Nol�days New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, Fr�day after Thanksgrv�ng Day, And Chr�stmas Day (7) Any hol�day which falis on a Sunday shall be observed as a hol�day on the following Monday Q Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Fr�day after Thanksg�vmg Day, the Last Workmg Day before Christmas Day and Christmas Day (8) Any holiday wh�ch falls on a Sunday shall be observed as a holiday on the follow�ng Monday If any of the l�sted hol►days falls on a Saturday, the precedmg Fr�day shall be a regular work day R Paid Holidays New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksg►v�ng Day, the Fr�day after Thanksgrvmg Day, Christmas Day, and the day after or before Chr�stmas Day (10) If any of the t►sted hol�days fall on Saturday, the precedmg Fnday shall be observed as the hol�day If any of the I�sted holidays falls on a Sunday, the day observed by the Nation shall be considered a hol►day and compensated accordmgly S Paid Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksg�vmg Day, Friday After Thanksgrvmg Day, Chr�stmas Day, The Day After Christmas, And A Floahng Holiday (9) If any of the Lsted holidays falls on a Sunday, the day observed by the Nation shall be cons�dered a hot�day and compensated accordmgly Note Codes , 8 A L' In addition to the houriy wage and frmge benefits, the fotlowmg depth premiums apply to depths of fifty feet or more � � 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 I50' 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 addition to the hourly wage and frmge benef►ts, 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 I50 Feet Over 200' -D�vers May Name Their Own Pr�ce D Workers workmg w�th supplied air on hazmat pro�ects rece�ve an add�t�onal $1 00 per hour L Workers on hazmat pro�ects receive add�t�onal hourly prem�ums as follows -Level A$0 75, Level B$0 50, And Level C $0 25 M Workers on hazmat pro�ects receive add�tional hourly premiums as follows Levels A& B$1 00, Levels C& D $0 50 W P � Workers on hazmat proJects receive add�t�onal hourly prem�ums as follows -Level A$1 00, Level B$0 75, Level C$0 50, And Level D$0 25 Workers on hazmat pro�ects rece�ve add�tional hourly premiums as follows -Class A Su�t $2 00, Class B Su�t $1 50, Class C Su�t $1 00, And Class D Su�t $0 50 The highest pressure registered on the gauge for an accumulated t�me of more than fifteen (15) m�nutes dur�ng the sh�ft shall be used m determ�mng the scale pa�d R Effect�ve August 31, 2012 — A Traffic Control Supervisor shall be present on the pro�ect whenever flaggmg or spott�ng or other traffic control labor is bemg util�zed A Traffic Control Laborer performs the setup, mamtenance and removal of all temporary traf�ic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construct�on 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 flagg�ng card �ssued by the State of Washmgton, Oregon, Montana, or ldaho These class�ficat�ons are only effective on or after August 31, 2012 Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the pro�ect whenever flaggmg or spottmg or other traffic control labor �s bemg utilized Flaggers and Spotters shali be posted where shown on approved Traffic Control Plans or where directed by the Engmeer All flaggers and spotters shall possess a current flaggmg card ►ssued by the State of Washmgton, Oregon, Montana, or ldaho This class�fication �s only effective 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 control dev�ces and construct�on s�gns necessary to control veh�cular, bicycle, and pedestrian traffic dunng construction operat�ons Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where d�rected by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washmgton, Oregon, Montana, or ldaho This classificat�on is only effectrve on or after August 31, 2012 ' � '�I � � ' , � � � u � � i � 1 8 ' � r � � � � Ll � � �' � � , � � � � General Decision Nurnber WA130001 09/06/2013 WA1 Superseded General Decision Number WA20120001 State Washington Construction Type Highway Counties Washington Statewide HIGHWAY (Excludes D O E Hanford Site in Benton and Franklin Counties} Modification Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 CARP0001-008 09/O1/2009 Rates Publication Date O1/04/2013 O1/11/2013 01/18/2013 02/O1/2013 02/08/2013 02/15/2013 02/22/2013 03/08/20I3 03/15/2013 03/22/2013 04/05/2013 04/12/2013 04/19/2013 05/10/2013 06/07/2013 06/21/2013 06/28/2013 07/05/2013 07/12/2013 0`1/26/2013 08/02/2013 08/16/2013 OS/23/2013 08/30/2013 09/06/2013 Carpenters COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1 $ 27 73 GROUP 2 $ 29 73 GROUP 3 $ 28 00 GROUP 4 $ 27 73 GROUP 5 $ 63 50 GROUP 6 $ 30 75 Fringes 10 56 10 56 10 56 10 56 10 56 10 56 Page 1 of 39 r http //www wdol govlwdoUscafiles/davisbacon/wal dvb 9/12/2013 Page 2 of 39 GROUP '7 $ 31 7 S GROUP 8 $ 28 00 GROUP 9 $ 33 75 SPOKANE AREA ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1 $ 26 06 GROUP 2 $ 28 06 GROUP 3 $ 26 32 GROUP 4 $ 26 06 GROUP 5 $ 60 14 GROUP 6 $ 29 07 GROUP 7 $ 30 07 GROUP 8 $ 27 32 GROUP 9 $ 33 07 CARPENTER & DIVER CLASSIFICATIONS GROUP 1 Carpenter GROUP 2 Millwright, machine erector 10 56 10 56 10 56 10 56 10 56 10 56 10 56 10 56 1Q 56 10 56 10 56 10 56 GROUP 3 Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4 Bridge carpenters GROUP 5 Diver Wet GROUP 6 Diver Tender, Manifold Operator, ROV Operator -- GROUP -7 - Diver Standby, -Bell/Vehicle- or-Submersible operator- - Not Under Pressure GROUP 8 Assistant Tender, ROV Tender/Technician GROUP 9 Manifold Operator-Mixed Gas ZONE PAY ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2 25/PER HOUR ZONE 3 66-100 i�IILES $3 25/PER HOUR ZONE 4 OVER 100 MILES $4 75/PER HOUR DISPATCH POINTS CARPENTERS/MILLWRIGHTS PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS/PILEDRIVER SPOKANE (127 E AUGUSTA AVE ) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS WENATCHEE (27 N CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite) http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 i i � �� 1 _� � CARPENTERS COEUR D' ALENE (1839 N GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS MOSCOW (302 N JACKSON) or Main Post Office of established residence of employee (whichever is closest to the worksite) DEPTH PAY FOR DIVERS BELOW WATER SURFACE 50-100 feet S2 00 per foot 101-150 feet $3 00 per foot 151-220 feet $4 00 per foot 221 feet and deeper $5 00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT 0-25 feet Free 26-300 feet $1 00 per Foot � SATURATION DIVING The standby rate applies until saturation starts The saturation diving rate applies when divers are under pressure continuously until work task and decompression are � complete the diver rate shall be pa3d for all saturation hours � � WORK IN COMBINATION OF CLASSIFICATIONS Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift HAZMAT PROJECTS � Anyone working on a HAZMAT �ob (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows � � � � I� � �� LEVEL D+$ 25 per hour - This is the lowest level of protection No respirator is used and skin protection is minimal LEVEL C+$ 50 per hour - This level uses an air purifying respirator or additional protective clothing LEVEL B+$ 75 per hour - Uses same respirator protection as Level A Supplied air line is provided in con�unction with a chemical "splash suit" LEVEL A+$1 00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line CARP0003-006 10/O1/2011 SOUTHWEST WASHINGTON CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM Page 3 of 39 � http //www wdol gov/wdoVscaf'iles/davisbacon/wal dvb 9/12/2013 Page 4 of 39 COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1 Carpenters CARPENTERS DIVERS TENDERS DIVERS DRYWALL MILLWRIGHTS PILEDRIVERS Rates $ 32 04 $ 36 34 $ 77 08 $ 27 56 $ 32 19 $ 33 04 Fringes 14 18 14 18 14 18 14 18 14 18 14 18 DEPTH PAY 50 TO 100 FEET $1 00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1 50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2 00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates) Zone 2 - $0 85 Zone 3 - 1 25 Zone 4 - 1 70 Zone 5 - 2 00 Zone 6 - 3 00 BASEPOINTS ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOWER, (NOTE All dispatches for Washington State Counties Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point ) ZONE 1 Pro�ects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2 Pro�ects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3 Pro�ects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4 Pro7ects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities ZONE 5 Pro�ects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6 Pro�ects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- CARP0770-003 07/O1/2012 Rates Fringes Carpenters CENTRAL WASHINGTON CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 � � � � ' L � �J � r r � S 1 � � � � ' � CARPENTERS ON CREOSOTE MATERIAL $ 25 93 12 60 CARPENTERS $ 25 83 12 60 DIVERS TENDER $ 39 15 12 60 DIVERS $ 87 20 12 60 MILLWRIGHT AND MACHINE ERECTORS $ 37 07 12 60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 36 22 12 60 (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following listed cities Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt Townsend Zone Pay 0 -25 radius miles Free 26-35 radius miles $1 00/hour 36-45 radius miles $1 15/hour 46-55 radius miles $1 35/hour Over 55 radius miles $1 55/hour (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 2b-45 radius miles $ 70/hour Over 45 radius miles $1 50/hour -------------------------- CARP0770-006 07/07/2012 Carpenters WESTERN WASHINGTON CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrzvers only), MASON, PACIFIC (North of a straight line made by extending the north Rates Fringes http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb Page 5 of 39 , 9/12/2013 Page 6 of 39 boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS $ 35 39 13 60 CARPENTERS OIV CREOSOTE MATERIAL $ 35 49 13 60 CARPENTERS $ 35 39 13 60 DIVERS TENDER $ 39 15 13 60 DIVERS $ 87 20 13 60 MILLWRIGHT AND MACHINE ERECTORS $ 36 39 13 60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 35 59 13 60 (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following listed cities Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt Townsend Zone Pay 0 -25 radius miles Free 26-35 rad3us miles $1 00/hour 36-45 radius miles S1 15/hour 46-55 radius miles $1 35/hour Over 55 radius miles $1 55/hour (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 26-45 radius miles $ 70/hour Over 45 radius miles $1 50/hour ---------------------------------------------------------------- ELEC0046-001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes http //www wdol gov/wdollscafiles/davisbacon/wal dvb 9/12/2013 � � � � � � � � � r � � � � � t � � r CABLE SPLICER $ 46 87 30+15 96 ELECTRICIAN $ 42 61 3$+15 96 ---------------------------------------------------------------- * ELEC0048-003 O1/O1/2013 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER $ 41 85 18 44 ELECTRICIAN $ 38 05 18 44 HOURLY ZONE PAY Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following listed cities Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay Zone 1 31-50 miles $1 50/hour Zone 2 51-70 miles $3 50/hour Zone 3 �1-90 miles $5 50/hour Zone 4 Beyond 90 miles $9 00/hour *These are not m�les dr�ven Zones are based on Delorrne Street Atlas USA 2006 plus ELEC0048-029 O1/01/2013 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER $ 41 85 16 39 ELECTRICIAN $ 38 05 16 39 ---------------------------------------------------------------- ELEC0073-001 07/O1/2013 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER $ 31 98 16 15 ELECTRICIAN $ 29 07 16 15 ---------------------------------------------------------------- ELEC0076-002 09/O1/2012 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES CABLE SPLICER Rates Fringes $ 37 54 21 62 http //www wdol gov/wdoUscafiles/davisbacon/wal dvb Page 7 of 39 9/12/2013 Page 8 of 39 ELECTRICIAN $ 34 13 21 62 ---------------------------------------------------------------- ELEC0112-005 07/O1/2013 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER $ 38 90 17 35 ELECTRICIAN $ 37 05 17 29 ---------------------------------------------------------------- ELEC0191-003 06/01/2013 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER $ 42 91 17 39 ELECTRICIAN $ 39 O1 17 39 ---------------------------------------------------------------- ELEC0191-004 07/O1/2013 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER $ 39 50 17 30 ELECTRICIAN $ 35 91 17 3 ---------------------------------------------------------------- * ENGI0302-003 06/O1/2013 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0-25 radius miles) Rates Power equipment operators Group lA $ 37 39 Group lAA $ 37 96 Group lAAA $ 38 52 Group 1 $ 36 84 Group 2 $ 36 35 Group 3 $ 35 93 Group 4 $ 33 57 Zone Differential (Add to Zone 1 rates) Zone 2(26-45 radius miles) -$1 00 Zone 3(Over 45 radius miles) -$1 30 Fringes 16 65 16 65 16 65 16 65 16 65 16 65 16 65 http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 ' � � � � � 1 CJ' � � � 1 �� BASEPOINTS Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom (including �ib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including �ib with attachments), Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including �ib with attachments), Crane-overhead, bridge type, 100 tons and over, Tower crane up to 175 ft in height base to boom, Loaders-overhead, 8 yards and over, Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1- Cableway, Cranes 45 tons thru 99 tons, under 150 ft of boom (including �ib with attachments), Crane-overhead, bridge type, 45 tons thru 99 tons, Derricks on building work, Excavator, shovel, backhoes over 3 yards and under 6 yards, Hard tail end dump articulating off-road equipment 45 yards and over, Loader- overhead 6 yards to, but not including 8 yards, Mucking machine, mole, tunnel, drill and/or shield, Quad 9, HD 41, D-10, Remote control on rubber tired earth moving equipment, Rollagon, Scrapers-self propelled 45 yards and over, Slipform Transporters, all truck or track type operator pavers, GROUP 2- Barrier machine (zipper), Batch Plant Operaor- Concrete, Bump Cutter, Cranes, 20 tons thru 44 tons with attachments, Crane-overhead, bridge type-20 tons through 49 tons, Chipper, Concrete Pump-truck mount with boom attachment, Crusher, Deck Engineer/Deck Winches (power), Drilling machine, Excavator, shovel, backhoe-3yards and under, Finishing Machine, Bidwell, Gamaco and similar equipment, Guardrail punch, Horizontal/directional drill operator, Loaders-overhead under 6 yards, Loaders-plant feed, Locomotives-all, Mechanics-all, Mixers-asphalt plant, Motor patrol graders-finishing, Piledriver (other than crane mount), Roto-mill,roto-grinder, Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green, Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards, Subgrade trimmer, Tractors, backhoes-over 75 hp, Transfer material service machine-shuttle buggy, blaw knox-roadtec, Truck crane oiler/driver-100 tons and over, Truck Mount portable conveyor, Yo Yo Pay dozer GROUP 3- Conveyors, Cranes-thru 19 tons with attachments, A-frame crane over 10 tons, Drill oilers-auger type, truck or crane mount, Dozers-D-9 and under, Forklift-3000 lbs and over with attachments, Horizontal/directional drill locator, Outside hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators, Hydralifts/boom trucks over 10 tons, Loader-elevating type, belt, Motor patrol grader-nonfinishing, Plant oiler- asphalt, crusher, Pumps-concrete, Roller, plant mix or multi-lift materials, Page 9 of 39 r http //www wdol gov/wdoUscaf'ilesldavisbacon/wal dvb 9/12/2013 Page 10 of 39 Saws-concrete, Scrpers-concrete and carry-all, Service engineer-equipment, Trenching machines, Truck Crane Oiler/Driver under 100 tons, Tractors, backhoe 75 hp and under GROUP 4- Assistant Engineer, Bobcat, Brooms, Compressor, Concrete finish mahine-laser screed, Cranes-A frame-10 tons and under, Elevator and Manlift-permanent or shaft type, Gradechecker, Stakehop, Forklifts under 3000 lbs with attachments, Hydralifts/boom trucks, 10 tons and under, Oil distributors, blower distribution and mulch seeding operator, Pavement breaker, Posthole digger, mechanical, Power plant, Pumps, water, Rigger and Bellman, Roller-other than plant mix, Wheel Tractors, farmall type, Shotcrete/gunite equipment operator Category B Pro�ects 95� of the basic hourly reate for each group plus full fringe benefits applicable to category A pro7ects shall apply to the following pro�ects A Reduced rates may be paid on the following 1 Pro�ects involving work on structures such as buildings and bridges whose total value is less than $1 5 million excluding mechanical, electrical, and utility portions of the contract 2 Pro�ects of less than $1 million where no building is involved Surfacing and paving included, but utilities excluded 3 Marine pro�ects (docks, wharfs, etc ) less than $150,000 HANDLING OF HAZARDOUS WASTE MATERIALS Personnel in all craft classifications sub�ect to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste pro�ect site safety plan H-Z Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ 25 per hour H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" Suit - Base wage rate plus $ 75 per hour Zone Differential (Add to Zone 1 rates) Zone 2(26-45 radius miles) -$ 70 Zone 3(Over 45 radius miles) -$1 00 BASEPOINTS Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima http //www wdol gov/wdoVscafiles/davisbacon/wal dvb 9/12/2013 � r LJ � � � � � � � � � �� POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom (including �ib with attachments) GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom (including 7ib with attachments), Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including 7ib with attachments), Crane-overhead, bridge type, 100 tons and over, Tower crane up to 175 ft in height base to boom, Loaders-overhead, S yards and over, Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1- Cableway, Cranes 45 tons thru 99 tons, under 150 ft of boom (including �ib with attachments), Crane-overhead, bridge type, 45 tons thru 99 tons, Derricks on building work, Excavator, shovel, backhoes over 3 yards and under 6 yards, Hard tail end dump articu].ating off-road equipment 45 yards and over, Loader- overhead 6 yards to, but not including 8 yards, Mucking machine, mole, tunnel, drill and/or shield, Quad 9, HD 41, D-10, Remote control operator on rubber tired earth moving equipment, Rollagon, Scrapers-self propelled 45 yards and over, Slipform pavers, Transporters, all truck or track type GROUP 2- Barrier machine (zipper), Batch Plant Operaor- Concrete, Bump Cutter, Cranes, 20 tons thru 44 tons with attachments, Crane-overhead, bridge type-20 tons through 44 tons, Chipper, Concrete Pump-truck mount with boom attachment, Crusher, Deck Engineer/Deck Winches (power), Drilling machine, Excavator, shovel, backhoe-3 yards and under, Finishing Machine, Bidwell, Gamaco and similar equipment, Guardrail punch, Horizontal/directional drill operator, Loaders-overhead under 6 yards, Loaders-plant feed, Locomotives-all, Mechanics-all, Mixers-asphalt plant, Motor patrol graders-finishing, Piledriver (other than crane mount), Roto-mill,roto-grinder, Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green, Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards, Subgrade trimmer, Tractors, backhoes-over 75 hp, Transfer material service machine-shuttle buggy, blaw knox-roadtec, Truck crane oiler/driver-100 tons and over, Truck Mount portable conveyor, Yo Yo Pay dozer GROUP 3- Conveyors, Cranes-thru 19 tons with attachments, A-frame crane over 10 tons, Drill oilers-auger type, truck or crane mount, Dozers-D-9 and under, Forklift-3000 lbs and over with attachments, Horizontal/directional drill locator, Outside hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators, Hydralifts/boom trucks over 10 tons, Loader-elevating type, belt, Motor patrol grader-nonfinishing, Plant oiler- asphalt, crusher, Pumps-concrete, Roller, plant mix or multi-lift materials, Saws-concrete, Scrpers-concrete and carry-all, Service engineer-equipment, Trenching machines, Truck Crane Oiler/Driver under 100 tons, Tractors, backhoe 75 hp and under Page 11 of 39 , http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9/12/2013 Page 12 of 39 GROUP 4- Assistant Engineer, Bobcat, Brooms, Compressor, Concrete finish mahine-laser screed, Cranes-A frame-10 tons and under, Elevator and Manlift-permanent or shaft type, Gradechecker, Stakehop, Forklifts under 3000 lbs with attachments, Hydralifts/boom trucks, 10 tons and under, Oil distributors, blower distribution and mulch seeding operator, Pavement breaker, Posthole digger, mechanical, Power plant, Pumps, water, Rigger and Bellman, Roller-other than plant mix, Wheel Tractors, farmall type, Shotcrete/gunite equipment operator CATEGORY B PROJECTS 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS REDUCED RATES MAY BE PAID ON THE FOLLOWING 1 Pro�ects involving work on structures such as buildings and bridges whose total value is less than $1 5 million excluding mechanical, electrical, and utility portions of the contract 2 Pro�ects of less than $1 million where no building is involved Surfacing and paving including, but utilities excluded 3 Marine pro�ects (docks, wharfs, ect ) less than $150,000 HANDLING OF HAZARDO[JS WASTE MATERIALS Personnel in all craft classifications sub7ect to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlzned in the specific hazardous waste pro�ect site safety plan H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ 25 per hour H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" Suit - Base wage rate plus $ 75 per hour ---------------------------------------------------------------- * ENGI0302-038 06/O1/2013 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS ON ALL OTHER WORK, THE FOLLOWING RATES APPLY Zone 1 (0-25 radius miles) Power equipment operators GROUP lA GROUP lAA GROUP lAAA GROUP 1 Rates $ 37 39 $ 37 96 $ 38 52 $ 36 84 Fringes 16 65 16 65 16 65 16 65 http /lwww wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 i � GROUP 2 GROUP 3 GROUP 4 $ 36 35 $ 35 93 $ 33 57 16 65 16 65 16 65 r � LJ � L� � Zone Differential (Add to Zone 1 rates) Zone 2(26-45 radius miles) _$ 70 Zone 3(Over 45 radius miles) - S1 00 BASEPOINTS CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including �ib with attachments) GROUP lAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including �ib with attachments, Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including �ib with attachments), Crane-overhead, bridge type, 100 tons and over, Tower crane up to 175 ft in height base to boom, Loaders-overhead, 8 yards and over, Shovels, excavator, backhoes-6 yards and over with attachments � GROUP 1- Cableway, Cranes 45 tons thru 99 tons under 150 ft of boom (including �ib with attachments), Crane-overhead, bridge type, 45 tons thru 99 tons, Derricks on building work, Excavator, shovel, backhoes over 3 yards and under 6 � yards, Hard tail end dump articulating off-road equipment 45 yards and over, Loader- overhead, 6 yards to, but not including, $ yards, Mucking machine, mole, tunnel, drill and/or shield, Quad 9 HD 41, D-10, Remote control operator � on rubber tired earth moving equipment, Rollagon, Scrapers- self-propelled 45 yards and over, Slipform pavers, Transporters, all track or truck type � � � r � u � � GROUP 2- Barrier machine (zipper), Batch Plant Operator- concrete, Bump Cutter, Cranes, 20 tons thru 44 tons with attachments, Crane-Overhead, bridge type, 20 tons through 44 tons, Chipper, Concrete pump-truck mount with boom attachment, Crusher, Deck engineer/deck winches (power), Drilling machine, Excavator, shovel, backhoe-3 yards and under, Finishing machine, Bidwell, Gamaco and similar equipment, Guardrail punch, Loaders, overhead under 6 yards, Loaders-plant feed, Locomotives-all, Mechanics- all, Mixers, asphalt plant, Motor patrol graders, finishing, Piledriver (other than crane mount), Roto-mill, roto- grinder, Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green, Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards, Subgrader trimmer, Tractors, backhoe over 75 hp, Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec, Truck Crane oiler/driver-100 tons and over, Truck Mount Portable Conveyor, Yo Yo pay GROUP 3- Conveyors, Cranes through 19 tons with attachments, Crane-A-frame over 10 tons, Drill oilers-auger type, truck or crane mount, Dozer-D-9 and under, Forklift-3000 lbs and Page 13 of 39 � http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 over with attachments, Horizontal/directional drill locator, Outside Hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators, Hydralifts/boom trucks over 10 tons, Loaders-elevating type, belt, Motor patrol grader-nonfinishing, Plant oiler- asphalt, crusher, Pump-Concrete, Roller, plant mix or multi-lfit materials, Saws-concrete, Scrapers, concrete and carry all, Service engineers-equipment, Trenching machines, Truck crane oiler/driver under 100 tons, Tractors, backhoe under 75 hp GROUP 4- Assistant Engineer, Bobcat, Brooms, Compressor, Concrete Finish Machine-laser screed, Cranes A-frame 10 tons and under, Elevator and manlift (permanent and shaft type), Forklifts-under 3000 lbs with attachments, Gradechecker, stakehop, Hydralifts/boom trucks, 10 tons and under, Oil distributors, blower distribution and mulch seeding operator, Pavement breaker, Posthole digger-mechanical, Power plant, Pumps-water, Rigger and Bellman, Roller-other than plant mix, Wheel Tractors, farmall type, Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following 1 Pro7ects involving work on structures such as buildings and bridges whose total value is less than $1 5 million excluding mechanical, electrical, and utility portions of the contract 2 Pro�ects of less than $1 million where no building is involved Surfacing and paving included, but utilities excluded 3 Marine pro�ects (docks, wharfs, etc ) less than $150,000 -- HANDLING OF HAZARDOUS WASTE MATERIALS -Personnel in-all - craft classifications sub�ect to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste pro�ect site safety plan H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ 25 per hour H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" Suit - Base wage rate plus $ 75 per hour ---------------------------------------------------------------- ENGI0370-002 06/Ol/2013 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1 Rates Fringes Page 14 of 39 i � , � '� I �J � � � � L� � � � � � � � � http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 � � �J �_ r 1 � � � � �J � � � � � 1 � � � Power equipment operators GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 GROUP 7 GROUP 8 $ 25 56 $ 25 88 $ 26 49 $ 26 65 $ 26 Sl $ 27 09 $ 27 36 $ 28 46 12 85 12 85 12 85 12 85 12 85 12 85 12 85 12 85 ZONE DIFFERENTIAL (Add to Zone 1 rate) Zone 2-$2 00 Zone 1 Within 45 mile radius of Spokane, Pasco, Washington, Lewiston, Idaho Zone 2 Outside 45 mile radius of Spokane, Pasco, Washington, Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 Bit Grinders, Bolt Threading Machine, Compressors (under 2000 CFM, gas, diesel, or electric power), Deck Hand, Fireman & Heater Tender, Hydro-seeder, Mulcher, Nozzleman, Oiler Driver, & Cable Tender, Mucking Machine, Pumpman, Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade, Welding Machine, Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2 A-frame Truck (single drum), Assistant Refrigeration Plant (under 1000 ton), Assistant Plant Operator, Fireman or Pugm�xer (asphalt), Bagley or Stationary Scraper, Belt Finish�ng Machine, Blower Operator (cement), Cement Hog, Compressor (2000 CFM or over, 2 or more, gas diesel or electric power), Concrete Saw (multiple cut), Distr�butor Leverman, Ditch Witch or similar, Elevator Hoisting Materials, Dope Pots (power agitated), Fork Lift or Lumber Stacker, hydra-lift & similar, Gin Trucks (pipeline), Hoist, single drum, Loaders (bucket elevators and conveyors), Longitudinal Float, Mixer (portable-concrete), Pavement Breaker, Hydra-Hammer & similar, Power Broom, Railroad Ballast Regulation Operator (self-propelled), Railroad Power Tamper Operator (self-propelled), Railroad Tamper Jack Operator (self-propelled, Spray Curing Machine (concrete), Spreader Box (self-propelled), Straddle Buggy (Ross & similar on construction �ob only), Tractor (Farm type R/T with attachment, except Backhoe), Tugger Operator GROUP 3 A-frame Truck (2 or more drums), Assistant Refrigeration Plant & Chiller Operator (over 1000 ton), Backfillers (Cleveland & similar), Batch Plant & Wet Mix Operator, single unit (concrete), Belt-Crete Conveyors with power pack or similar, Belt Loader (Kocal or similar), Bending Machine, Bob Cat (Skid Steer), Boring Machine (earth), Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar), Bump Cutter (Wayne, Saginau or similar), Canal Lining Machine (concrete), Chipper (without crane), Cleaning & Doping Machine (pipeline), Deck Page 15 of 39 r http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 Page 16 of 39 Engineer, Elevating Belt-type Loader (Euclid, Barber Green & similar), Elevating Grader-type Loader (Dumor, Adams or similar), Generator Plant Engineers (diesel or electric), Gunnite Combination Mixer & Compressor, Locomotive Engineer, Mixermobile, Mucking Machine, Posthole Auger or Punch, Pump (grout or 7et), Soil Stabilizer (P & H or similar), Spreader Machine, Dozer/Tractor (up to D-6 or equivalent) and Traxcavator, Traverse Finish Machine, Turnhead Operator GROUP 4 Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar), Curb Extruder (asphalt or concrete), Drills (churn, care, calyx or diamond), Equipment Serviceman, Greaser & Oiler, Hoist (2 or more drums or Tower Hoist), Loaders (overhead & front-end, under 4 yds R/T), Refrigeration Plant Engineer (under 1000 ton), Rubber-tired Skidders (R/T with or without attachments), Surface Heater & Plant Machine, Trenching Machines (under 7 ft depth capacity), Turnhead (with re-screening), Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5 Backhoe (under 45,000 gw), Backhoe & Hoe Ram (under 3/4 yd ), Carrydeck & Boom Truck (under 25 tons), Cranes (25 tons & under), all attachments including clamshell, dragline, Derricks & Stifflegs (under 65 tons), Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar), Hoe Ram, Piledriving Engineers, Paving (dual drum), Railroad Track Liner Operaotr (self-propelled), Refrigeration Plant Engineer (1000 tons & over), Siqnalman {Whirleys, Highline Hammerheads or similar), Grade Checker GROUP 6 Asphalt Plant Operator, Automatic Subqrader (Ditches & Trimmers)(Autograde, ABC, R A Hansen & similar on grade wire), Backhoe (45,000 gw and over to 110,000 gw), Backhoes & Hoe Ram (3/4 yd to 3_yd ), Batch Plant (over 4 units), Batch & Wet Mix Operator (multiple units, 2& incl 4), Blade Operator (motor patrol & attachments), Cable Controller (dispatcher), Compactor (self-propelled with blade), Concrete Pump Boom Truck, Concrete Slip Form Paver, Cranes (over 25 tons, to and including 45 tons), all attachments includinq clamshell, dragline, Crusher, Grizzle & Screening Plant Operator, Dozer, 834 R/T & similar, Drill Doctor, Loader Operator (front-end & overhead, 4 yds incl 8 yds ), Multiple Dozer Units with single blade, Paving Machine (asphalt and concrete), Quad-Track or similar equipment, Rollerman (finishing asphalt pavement), Roto Mill (pavement grinder), Scrapers, all, rubber-tired, Screed Operator, Shovel(under 3 yds ), Trenching Machines (7 ft depth & over), Tug Boat Operator Vactor guzzler, super sucker, Lime Batch Tank Operator (REcycle Train), Lime Brain Operator (Recycle Train), Mobile Crusher Operator (Recycle Train) GROUP 7 Backhoe (over 110,000 gw), Backhoes & Hoe Ram (3 yds & over), Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic, Cableway Operators, Concrete Cleaning/Decontamination machine operator, Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine, Derricks & Stiffleys (65 tons & over), Elevating Belt http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9l12/2013 , � (Holland type), Heavy equipment robotics operator, Loader (360 degrees revolving Koehring Scooper or similar), Loaders (overhead & front-end, over 8 yds to 10 yds ), � Rubber-tired Scrapers (multiple engine with three or more scrapers), Shovels (3 yds & over), Whirleys & Hammerheads, ALL, H D Mechanic, H D Welder, Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar), Ultra High � Pressure Wateriet Cutting Tool System Operator {30,000 psi), Vacuum Blasting Machine Operator GROUP 8 Cranes (85 tons and over, and all climbing, � overhead,rail and tower), all attachments including clamshell, dragline, Loaders (overhead and front-end, 10 yards and over), Helicopter Pilot r � � � � � , �� BOOM PAY (All Cranes, Including Tower) 180 ft to 250 ft $ 50 over scale Over 250 ft S 80 over scale NOTE In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom HAZMAT Anyone working on HAZMAT �obs, working with supplied air shall receive $1 00 an hour above classification ---------------------------------------------------------------- ENGI0701-002 O1/O1/2013 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COIINTIES Page 17 of 39 POWER RQUIPMENT OPERATORS ZONE 1 Power equipment operators (See Footnote A) GROUP 1 GROUP lA GROUP 1B GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 Rates $ 37 63 $ 39 51 $ 41 39 $ 35 97 $ 34 96 $ 34 00 $ 32 88 $ 29 84 Fringes 13 55 13 55 13 55 13 55 13 55 13 55 13 55 13 55 Zone Differential (add to Zone 1 rates) Zone 2 - $3 00 Zone 3 - S6 00 For the following metropolitan counties MULTNOMAH, CLACKAMAS, MARION, WASHINGTON, YAMHILL, AND COLUMBIA, CLARK, AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED All ?obs or pro�ects located in Multnomah, Clackamas and � http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9/12/2013 Page 18 of 39 Marion Counties, West of the western boundary of Mt Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all �obs or pro�ects located in Yamhill County, Washington County and Columbia County and all 7obs or por�ects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt St Helens "Blast Zone" shall receive Zone I pay for all classifications All 7obs or pro�ects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all class�fications All �obs or pro7ects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone TII pay for all classifications For the following cities ALBANY, BEND, COOS BAY, EUGENE, GRANTS PASS, KLAMATH FALLS, MEDFORD, ROSEBURG All �obs or pro�ects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications All �obs or pro�ects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications Al1 �obs or pro�ects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 CONCRETE Batch Plant and/or Wet Mix Operator, three units or more, CRANE Helicopter Operator, when used in erecting work, Whirley Operator, 90 ton and over, LATTICE BOOM CRANE Operator 200 tons through 299 tons, and/or over 200 feet boom, HYDRAULIC CRANE Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments, FLOATING EQUIPMENT Floating Crane, 150 ton but less than 250 ton GROUP lA HYDRAULIC CRANE Hydraulic Operator, 200 tons and over (with luffing or tower attachment), LATTICE BOOM CRANE Operator, 200 tons through 299 tons, with over 200 feet boom, FLOATING EQUIPMENT Floating Crane 250 ton and over GROUP 1B LATTICE BOOM CRANE Operator, 300 tons through 399 tons with over 200 feet boom, Operator 400 tons and over, FLOATING EQUIPMENT Floating Crane 350 ton and over GROUP 2 ASPHALT Asphalt Plant Operator (any type), Roto Mill, pavement profiler, operator, 6 foot lateral cut and over, BLADE Auto Grader or "Trimmer" (Grade Checker required), Blade Operator, Robotic, BULLDOZERS Bulldozer http //www wdol gov/wdoVscafiles/davisbacon/wal dvb 9/12/2013 � � � � r L1 � � � � � � M � , ' �� J �J operator over 120,OQ0 lbs and above, Bulldozer operator, twin engine, Bulldozer Operator,tandem, quadnine, D10, D11, and similar type, Bulldozere Robotic Equipment (any type, CONCRETE Batch Plant and/or Wet Mix Operator, one and two drum, Automatic Concrete Slip Form Paver Operator, Concrete Canal Line Operator, Concrete Profiler, Diamond Head, CRANE Cableway Operator, 25 tons and over, HYDRAULIC CRANE Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment), TOWER/WHIRLEY OPERATOR Tower Crane Operator, Whirley Operator, under 90 tons, LATTICE BOOM CRANE 90 through 199 tons and/or 150 to 200 feet boom, CRUSHER Crusher Plant Operator, FLOATING EQUIPMENT Floating Clamshell, etc operator, 3 cu yds and over, Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons, LOADERS Loader operator, 120,000 lbs and above, REMOTE CONTROL Remote controlled earth-moving equipment, RUBBER-TIRED SCRAPERS Rubber- tired scraper operator, with tandem scrapers, multi-engine, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR Shovel, Dragline, Clamshell, operator 5 cu yds and over, TRENCHING MACHINE Wheel Excavator, under 750 cu yds per hour (Grade Oiler required), Canal Trimmer (Grade Oiler required), Wheel Excavator, over 750 cu yds per hour, Band Wagon (in con�unction with wheel excavator), UNDERWATER EQUIPMENT Underwater Equipment Operator, remote or otherwise, HYDRAULIC HOES-EXCAVATOR Excavator over 130,000 lbs , HYDRAULIC CRANE Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment), GROUP 3 BULLDOZERS Bulldozer operator, over 70,000 lbs up to and including 120,000 lbs , HYDRAULIC CRANE Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment), LATTICE BOOM CRANES Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom), FORKLIFT Rock Hound Operator, HYDRAULIC HOES-EXCAVATOR excavator over 80,000 lbs through 130,000 lbs , LOADERS Loader operator 60,000 and less than 120,000, RUBBER-TIRED SCRAPERS Scraper Operator, with tandem scrapers, Self-loading, paddle wheel, auger type, finish and/or 2 or more units, SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR Shovel, Dragline, Clamshell operators 3 cu yds but less than 5 cu yds GROUP 4 ASPHALT Screed Operator, Asphalt Paver operator (screeman required), BLADE Blade operator, Blade operator, finish, Blade operator, externally controlled by electronic, mechanical hydraulic means, Blade operator, multi-engine, BULLDOZERS Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs, Drill Cat Operator, Side-boom Operator, Cable-Plow Operator (any type), CLEARING Log Skidders, Chippers, Incinerator, Stump Splitter (loader mounted or similar type), Stump Grinder (loader mounted or similar type, Tub Grinder, Land Clearing Machine (Track mounted forestry mowing & grinding machine), Hydro Axe (loader mounted or similar type), COMPACTORS SELF-PROPELLED Compactor Operator, with blade, Compactor Operator, multi-engine, Compactor Operator, robotic, CONCRETE Mixer Mobile Operator, Screed Operator, Concrete Cooling Machine Operator, Concrete Paving Road Mixer, Concrete Breaker, Reinforced Tank Banding Machine (K-17 or Page 19 of 39 � http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 Page 20 of 39 similar types), Laser Screed, CRANE Chicago boom and similar types, Lift Slab Machine Operator, Boom type lifting device, 5 ton capacity or less, Hoist Operator, two (2) drum, Hoist Operator, three (3) or more drums, Derrick Operator, under 100 ton, Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over, Cableway Operator up to twenty (25) ton, Bridge Crane Operator, Locomotive, Gantry, Overhead, Cherry Picker or similar type crane, Carry Deck Operator, Hydraulic Crane Operator, under 50 tons, LATTICE BOOM CRANE OPERATOR Lattice Boom Crane Operator, under 50 tons, CRUSHER Generator Operator, Diesel-Electric Engineer, Grizzley Operator, Drill Doctor, Boring Machine Operator, Driller-Percussion, Diamond, Core, Cable, Rotary and similar type, Cat Drill (John Henry), Directional Drill Operator over 20,000 lbs pullback, FLOATING EQUIPMENT Diesel-electric Engineer, Jack Operator, elevating barges, Barge Operator, self- unloading, PYledriver Operator (not crane type) (Deckhand required), Floating Clamshelll, etc Operator, under 3 cu yds (Fireman or Diesel-Electric Engineer required), Floating Crane (derrick barge) Operator, less than 30 tons, GENERATORS Generator Operator, Diesel-electric Engineer, GUARDRAIL EQUIPMENT Guardrail Punch Operator (all types), Guardrail Auger Operator (all types), Combination Guardrail machines, i e, punch auger, etc , HEATING PLANT Surface Heater and Planer Operator, HYDRAULIC HOES EXCAVATOR Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs with any or all attachments, Excavator OperaLor over 20,000 lbs through 80,000 lbs , LOADERS Belt Loaders, Kolman and Ko Cal types, Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs, Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types, PILEDRIVERS Hammer Operator, Piledriver Operator (not crane type), PIPELINE, SEWER WATER -Pipe Cleaning Machine-Operator, Pipe Doping Machine Operator, Pipe Bending Machine Operator, Pipe Wrapping Machine Operator, Boring Machine Operator, Back Filling Machine Operator, REMOTE CONTROL Concrete Cleaning Decontamination Machine Operator, Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic, Vacuum Blasting Machine Operator/mechanic, REPATRMEN, HEAVY DUTY Diesel Electric Enqineer (Plant or Floating, Bolt Threading Machine operator, Drill Doctor (Bit Grinder), H D Mechanic, Machine Tool Operator, RUBBER-TIRED SCRAPERS Rubber-tired Scraper Operator,single engine, single scraper, Self-loading, paddle wheel, auger type under 15 cu yds , Rubber-tired Scraper Operator, twin engine, Rubber-tired Scraper Operator, with push- ull attachments, Self Loading, paddle wheel, auger type 15 cu yds and over, single engine, Water pulls, water wagons, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR Diesel Electric Engineer, Stationay Drag Scraper Operator, Shovel, Dragline, Clamshell, Operator under 3 cy yds , Grade-all Operator, SURFACE (BASE) MATERIAL Blade mounted spreaders, Ulrich and similar types, TRACTOR-RUBBERED TIRED Tractor operator, rubber-tired, over 50 hp flywheel, Tractor operator, with boom attachment, Rubber-tired dozers and pushers (Michigan, Cat, Hough type), Skip Loader, Drag Box, TRENCHING MACHINE Trenching Machine operator, digging capacity over 3 ft depth, Back filling machine operator, http //www wdol gov/wdoUsca�les/davisbacon/wal dvb 9/12/2013 � � � � � � I � � ' � � � � � � � L__1 � � TUNNEL Mucking machine operator GROUP 5 ASPHALT Extrusion Machine Operator, Roller Operator (any asphalt mix), Asphalt Burner and Reconditioner Operator (any type), Roto-Mill, pavement profiler, ground man, BULLDOZERS Bulldozer operator, 20,000 lbs or less or 100 horse or less, COMPRESSORS Compressor Operator (any power), over 1,250 cu ft total capacity, COMPACTORS Compactor Operator, including vibratory, Wagner Pactor Operator or similar type (without blade), CONCRETE Combination mixer and Compressor Operator, gunite work, Concrete Batch Plant Quality Control Operator, Beltcrete Operator, Pumperete Operator (any type), Pavement Grinder and/or Grooving Machine Operator (riding type�, Cement Pump Operator, Fuller-Kenyon and similar, Concrete Pump Operator, Grouting Machine Operator, Concrete mixer operator, single drum, under (5) bag capacity, Cast in place pipe laying machine, maginnis Internal Full slab vibrator operator, Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type, Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter, Concrete Joint Machine Operator, Concrete Planer Operator, Tower Mobile Operator, Power Jumbo Operator setting slip forms in tunnels, Slip Form Pumps, power driven hydraulic lifting device for concrete forms, Concrete Paving Machine Operator, Concrete Finishing Machine Operator, Concrete Spreader Operator, CRANE Helicopter Hoist Operator, Hoist Operator, single drum, Elevator Operator, A-frame Truck Operator, Double drum, Boom Truck Operator, HYDRAULIC CRANE OPERATOR Hydraulic Boom Truck, Pittman, DRILLING Churm Drill and Earth Boring Machine Operator, Vacuum Truck, Directional Drill Operator over 2D,000 lbs pullback, FLOATING EQUIPMENT Fireman, FORKLIFT Fork Lift, over 10 ton and/or robotic, HYDRAULIC HOES EXCAVATORS Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type), Hydraulic Backhoe Operator track type up to and including 20,000 lbs , LOADERS Loaders, rubber- tired type, less than 25,000 lbs, Elevating Grader Operator, Tractor Towed requiring �perator or Grader, Elevating loader operator, Athey and similar types, OILERS Service oiler (Greaser), PIPELINE-SEWER WATER Hydra hammer or simialr types, Pavement Breaker Operator, PUMPS Pump Operator, more than 5(any size), Pot Rammer Operator, RAILROAD EQUIPMENT Locomotive Operator, under 40 tons, Ballast Regulator Operator, Ballast Tamper Multi-Purpose Operator, Track Liner Operator, Tie Spacer Operator, Shuttle Car Operator, Locomotive Operator, 40 tons and over, MATERIAL HAULRS Cat wagon DJBs Volvo similar types, Conveyored material hauler, SURFACING (BASE) MATERIAL Rock Spreaders, self-propelled, Pulva-rnixer or similar types, Chiip Spreading machine operator, Lime spreading operator, construction �ob siter, SWEEPERS Sweeper operator (Wayne type) self-propelled construction �ob site, TRACTOR-RUBBER TIRED Tractor operator, rubber-tired, 50 hp flywheel and under, Trenching machine operator, maximum digging capacity 3 ft depth, TUNNEL Dinkey GROUP 6 ASPHALT Plant Oiler, Plant Fireman, Pugmill Operator (any type), Truck mounted asphalt spreader, with Page 21 of 39 r http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 Page 22 of 39 screed, COMPRESSORS Compressor Operator (any power), under 1,250 cu ft total capacity, CONCRETE Plant Oiler, Assistant Conveyor Operator, Conveyor Operator, Mixer Box Operator (C T B, dry batch, etc ), Cement Hog Operator, Concrete Saw Operator, Concrete Curing Machine Operator (riding type}, Wire Mat or Brooming Machine Operator, CRANE Oiler, Fireman, all equipment, Truck Crane Oiler Driver, A-frame Truck Operator, single drum, Tugger or Coffin Type Hoist Operator, CRUSHER Crusher Oiler, Crusher Feederman, CRUSHER Crusher oiler, Crusher feederman, DRILLING Drill Tender, Auger Oiler, FLOATING EQUIPMENT Deckhand, Boatman, FORKLIFT Self-propelled Scaffolding Operator, construction �ob site (exclduing working platform), Fork Lift or Lumber Stacker Operator, construction �ob site, Ross Carrier Operator, construction �ob site, Lull Hi-Lift Operator or Similar Type, GUARDRAIL EQUIPMENT Oiler, Auger Oiler, piler, combination guardrail machines, Guardrail Punch Oiler, HEATING PLANT Temporary Heating Plant Operator, LOADERS Bobcat, skid steer (less than 1 cu yd ), Bucket Elevator Loader Operator, BarberGreene and similar types, OILERS Oiler, Guardrail Punch Oiler, Truck Crane Oiler-Driver, Auger Oiler, Grade Oiler, required to check grade, Grade Checker, Rigger, PIPELINE-SEWER WATER Tar Pot Fireman, Tar Pot Fireman (power agitated), PUMPS Pump Operator (any power), Hydrostatic Pump Operator, RAILROAD EQUIPMENT Brakeman, Oiler, Swi�chman, Motorman, Ballast Jack Tamper Operator, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC OPERATOR Oiler, Grade Oiler (required to check grade), Grade Checker, Fireman, SWEEPER Broom operator, self propelled, construction 7ob site, SURFACING (BASE) MATERIAL Roller Operator, grading of base rock (not asphalt), Tamping Machzne operartor, mechanical, self-propelled, Hydrographic Seeder Machine Operator, TRENCHING MACHINE Oiler, Grade Oiler, TUNNEL Conveyor operator, Air filtration equipment operator -------------------------------------------------------------- IRON0014-005 07/O1/2013 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates IRONWORKER IRON0029-002 07/O1/2013 $ 31 60 ------------------------ Fringes 21 35 CLARK, COWLIT2, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER $ 34 12 21 35 ---------------------------------------------------------------- IRON0086-002 07/O1/2013 http //www wdol gov/wdoUscafiles/dav�sbacon/wal dvb 9/12/2013 � � � � � � � � , � � � � � � � � � � YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER $ 31 60 21 35 ---------------------------------------------------------------- IRON0086-004 07/O1/2013 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, IiING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER ---------------------- ----------- ------- LABO0001-002 06/O1/2013 ZONE 1 Rates Fringes Laborers CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1 $ 22 19 9 85 GROUP 2 $ 25 41 9 85 GROUP 3 $ 31 76 9 85 GROUP 4 $ 32 53 9 85 GROUP 5 $ 33 06 9 85 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 $ 18 73 9 85 GROUP 2 $ 21 47 9 85 GROUP 3 $ 23 51 9 85 GROUP 4 $ 24 08 9 85 GROUP 5 $ 24 49 9 85 BASE POINTS BELLINGHAM, MT VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT TOWNSEND, PT ANGELES, AND BREMERTON ZONE 1- Pro�ects within 25 radius miles of the respective city hall ZONE 2- More than 25 but less than 45 radius miles from the respective city hall 20NE 3- More than 45 radius miles from the respective city hall Page 23 of 39 ' http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9/12/2013 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) ZONE 2 - $1 00 ZONE 3 - $1 30 BASE POINTS CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1- Pro�ects within 25 radius miles of the respective city hall ZONE 2- More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) ZONE 2 - $2 25 LABORERS CLASSIFICATIONS GROUP 1 Landscaping and Planting, Watchman, Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc , prior to final acceptance by the owner) GROUP 2 Batch Weighman, Crusher Feeder, Fence Laborer, Flagman, Pilot Car GROUP 3 General Laborer, Air, Gas, or Electric Vibrating Screed, Asbestos Abatement Laborer, Ballast Regulator Machine, Brush Cutter, Brush Hog Feeder, Burner, Carpenter Tender, Cement Finisher Tender, Change House or Dry Shack, Chipping Gun (under 30 lbs ), Choker Setter, Chuck Tender, Clean-up Laborer, Concrete Form Stripper, Curing Laborer, Demolition (wrecking and moving including charred material), Ditch Digger, Dump Person, Fine Graders, Firewatch, Form Setter, Gabian Basket Builders, Grout - Machine-Tender-, Grinders, Guardrail Erector, Hazardous Waste Worker (Level C uses a chemical "splash suit" and air purifying respirator), Maintenance Person, Material Yard Person, Pot Tender, Rip Rap Person, Riggers, Scale Person, Sloper Sprayer, Signal Person, Stock Piler, Stake Hopper, Toolroom Man (at �ob site), Topper-Tailer, Track Laborer, Truck Spotter, Vinyl Seamer GROUP 4 Cement Dumper-Paving, Chipping Gun (over 30 lbs ), Clary Power Spreader, Concrete Dumper/Chute Operator, Concrete Saw Operator, Drill Operator (hydraulic, diamond, aiartrac), Faller and Bucker Chain Saw, Grade Checker and Transit Person, 6routmen (pressure) including post tension beams, Hazardous Waste Worker (Level B uses same respirator protection as Level A A supplied air line is provided in con7unction with a chemical "splash suit"), High Scaler, Jackhammer, Laserbeam Operator, Manhole Builder-Mudman, Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster), Pavement Breaker, Pipe Layer and Caulker, Pipe Pot Tender, Pipe Reliner (not insert type), Pipe Wrapper, Power Jacks, Railroad Spike Puller-Power, Raker-Asphalt, Rivet Buster, Rodder, Sloper (over 20 ft), Spreader (concrete), Tamper and Similar electric, air and glas operated tool, Timber Person-sewer (lagger shorer and Page 24 of 39 � �� , � � � � � � � L_.I � � � � http //www wdol gov/wdoVscaf'iles/davisbacon/wal dvb 9/12/2013 t Page 25 of 39 r � cribber), Track Liner Power, Tugger Operator, Vibrator, Well Point Laborer � GROUP 5 Caisson Worker, Miner, Mortarman and Hodcarrier, Powderman, Re-Timberman, Hazardous Waste Worker (Level A utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) � ------------------------------------------------------------ LAB00238-004 06/O1/2013 C� � � � � r PASCO AREA ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES LABORER (PASCO) GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 LABORER (SPOKANE) GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 Rates $ 22 00 $ 24 10 $ 24 37 $ 24 64 $ 24 92 $ 21 70 $ 23 80 $ 24 07 $ 24 34 $ 24 62 � Zone Differential (Add to Zone 1 rate) BASE POINTS Spokane, Pasco, Lewiston � �� LJ � � � � $2 00 Fringes 10 65 10 65 10 65 10 65 10 65 10 65 10 65 10 65 10 65 10 65 Zone 1 0-45 radius miles from the main post office Zone 2 45 radius miles and over from the main post office LABORERS CLASSIFICATIONS GROUP 1 Flagman, Landscape Laborer, Scaleman, Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson), Window Washer/Cleaner (detail cleanup, such as, but not lirnited to cleaning floors, ceilings, walls, windows, etc prior to final acceptance by the owner) GROUP 2 Asbestos Abatement Worker, Brush Hog Feeder, Carpenter Tender, Cement Handler, Clean-up Laborer, Concrete Crewman (to include stripping of forms, hand operating 7acks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller), Confined Space Attendant, Concrete Signalman, Crusher Feeder, Demolition (to include clean-up, burning, loading, wreckinq and salvage of all material), Dumpman, Fence Erector, Firewatch, Form Cleaning Machine , http //www wdol gov/wdoUsc�les/davisbacon/wal dvb � 9/12/2013 Feeder, Stacker, General Laborer, Grout Machine Header Tender, Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers), Hazardous Waste Worker, Level D(no respirator is used and skin protection is minimal), Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper), Nzpper, Riprap Man, Sandblast Tailhoseman, Scaffold Erector (wood or steel), Stake Jumper, Structural Mover (to include separating foundation, preparation, cribbing, shoring, �acking and unloading of structures), Tailhoseman (water nozzle), Timber Bucker and Faller (by hand), Track Laborer (RR), Truck Loader, Well-Point Man, All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3 Aspahlt Raker, Asphalt Roller, walking, Cement Finisher Tender, Concrete Saw, walking, Demolition Torch, Dope Pot Firemen, non-mechanical, Driller Tender (when required to move and position machine), Form Setter, Paving, Grade Checker using level, Hazardous Waste Worker, Level C(uses a chemical "splash suit" and air purifying respirator), Jackhammer Operator, Miner, Class "B" (to include brakeman, finisher, vibrator, form setter), Nozzleman (to include squeeze and flo-crete nozzle), Nozzleman, water, air or steam, Pavement Breaker (under 90 lbs ), Pipelayer, corrugated metal culvert, Pipelayer, multi- plate, Pot Tender, Power Buggy Operator, Power Tool Operator, gas, electric, pneumatic, Railroad Equipment, power driven, except dual mobile power spiker or puller, Railroad Power Spiker or Puller, dual mobile, Rodder and Spreader, Tamper (to include operation of Barco, Essex and similar tampers), Trencher, Shawnee, Tugger Operator, Wagon Drills, Water Pipe Liner, Wheelbarrow (power driven) GROUP 4 Air and Hydraulic Track Drzll, Brush Machine (to include horizontal construction 7oint cleanup brush machine, power propelled), Caisson Worker, free air, Chain Saw Operator and Faller, Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high), Gunite (to include operation of machine and nozzle), Hazardous Waste Worker, Level B(uses same respirator protection as Level A A supplied air line is provided in con�unction with a chemical "splash suit High Scaler, Laser Beam Operator (to include grade checker and elevation control), Miner, Class C(to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels), Monitor Operator (air track or similar mounting), Mortar Mixer, Nozzleman (to include �et blasting nozzleman, over 1,200 lbs , �et blast machine power propelled, sandblast nozzle), Pavement Breaker (90 lbs and over), Pipelayer (to include working topman, caulker, collarman, �ointer, mortarman, rigger, 7acker, shorer, valve or meter installer), Pipewrapper, Plasterer Tender, Vibrators (all) GROUP 5- Drills with Dual Masts, Hazardous Waste Worker, Level A(utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line), Miner Class "D", (to include raise and shaft miner, laser Page 26 of 39 � � � � � � I L � � �� V � L._.J � � LJ � � � � http //www wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9/12/2013 � � r ' � � ' � � � � � � � �J � � beam operator on riases and shafts) GROUP 6 - Powderman LAB00238-006 06/O1/2013 COUNTIES EAST OF THE 120TH MERIDIAN ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier______________________$ LAB00335-001 06/O1/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKZAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers ZONE 1 GROUP 1 $ 28 65 10 05 GROUP 2 $ 29 25 10 05 GROUP 3 $ 29 69 10 05 GROUP 4 $ 30 07 10 05 GROUP 5 S 26 15 10 05 GROUP 6 $ 23 73 10 05 GROUP 7 $ 20 53 10 05 Zone Differential (Add to Zone 1 rates) Zone 2 $ 0 65 Zone 3 - 1 15 Zone 4 - 1 70 Zone 5 - 2 75 BASE POINTS GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1 Pro�ects within 30 miles of the respective city all ZONE 2 More than 30 miles but less than 40 miles from the respective city hall ZONE 3 More than 40 miles but less than 50 miles from the respective city hall ZONE 4 More than 50 miles but less than 80 miles from the respective city hall ZONE 5 More than 80 miles from the respective city hall LABORERS CLASSIFICATIONS � GROUP 1 Asphalt Plant Laborers, Asphalt Spreaders, Batch Weighman, Broomers, Brush Burners and Cutters, Car and Truck Loaders, Carpenter Tender, Change-House Man or Dry � Shack Man, Choker Setter, Clean-up Laborers, Curing, ' http //www wdol gov/wdoUscafiles/davisbacon/wal dvb Page 27 of 39 9/12/2013 Concrete, Demolition, Wrecking and Moving Laborers, Dumpers, road oiling crew, Dumpmen (for grading crew), Elevator Feeders, Median Rail Reference Post, Guide Post, Right of Way Marker, Fine Graders, Fire Watch, Form Strippers (not swinging stages), General Laborers, Hazardous Waste Worker, Leverman or Aggregate Spreader (Flaherty and similar types), Loading Spotters, Material Yard Man (including electrical), Pittsburgh Chipper Operator or Similar Types, Railroad Track Laborers, Ribbon Setters (including steel forms), Rip Rap Man (hand placed), Road Pump Tender, Sewer Labor, Signalman, Skipman, Slopers, Spraymen, Stake Chaser, Stockpiler, Tie Back Shoring, Timber Faller and Bucker (hand labor), Toolroom Man (at �ob site), Tunnel Bullgang (above ground), Weight-Man- Crusher (aggregate when used) GROUP 2 Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on pro�ect, Brush Cutters (power saw), Burners, Choker Splicer, Clary Power Spreader and similar types, Clean- up Nozzleman-Green Cutter (concrete, rock, etc ), Concrete Power Buggyman, Concrete Laborer, Crusher Feeder, Demolition and Wrecking Charred Materials, Gunite Nozzleman Tender, Gunite or Sand Blasting Pot Tender, Handlers or Mixers of all Materials of an irritating nature (including cement and lime), Tool Operators (includes but not limited to Dry Pack Machine, Jackhammer, Chipping Guns, Paving Breakers), Pipe Doping and Wrapping, Post Hole Digger, air, gas or electric, Vibrating Screed, Tampers, Sand Blasting (Wet), Stake-Setter, Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3 Asbestos Removal, Bit Grinder, Drill Doctor, Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants, Gunite Nozzleman, High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping), Manhole Builder, Powdermen, Concrete Saw Operator, Pwdermen, Power Saw Operators (Bucking and Falling), Pumperete Nozzlemen, Sand Blasting (Dry), Sewer Timberman, Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator, Tunnel-Chuck Tenders, Nippers and Timbermen, Vibrator, Water Blaster GROUP 4 Asphalt Raker, Concrete Saw Operator (walls), Concrete Nozzelman, Grade Checker, Pipelayer, Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align, Laser Beam, Tunnel Miners, Motorman-Dinky Locomotive-Tunnel, Powderman-Tunnel, Shield Operator-Tunnel GROUP 5 Traffic Flaggers GROUP 6 Fence Builders GROUP 7 Landscaping or Planting Laborers ------------------------------------------------------------ http //www wdol gov/wdoUscafiles/davisbacon/wal dvb Page 28 of 39 9/12/2013 � � � I � � , � LJ � U � � � � � ' � � � � , � LAB00335-019 06/O1/2012 Rates Fr�nges � Hod_Carrier ---------------------- S_30 - 30 --_-_---_-_-_ 9 - 7 0 PAIN0005-002 07/O1/2013 � STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COIINTIES � � � ' � � � J � 1 � � 1 Rates Fringes Painters -_-_- 28 00 14 33 ------------------------------ PAIN0005-004 03/O1/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER -------------------------$-20_82--------------�-44------- * PAIN0005-006 07/O1/2013 ADAMS, ASOTIN, BENTON AND FRANKLIN (EXCEPT HANFORD SITE), CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting $ 26 79 10 41 Over 30'/Swing Stage Work $ 22 20 7 98 Brush, Roller, Striping, Steam-cleaning and Spray $ 21 69 10 41 Lead Abatement, Asbestos Abatement $ 21 50 7 98 *$ 70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet ---------------------------------------------------------------- � PAIN0055-002 07/O1/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES � , http //www wdol gov/wdoUscafiles/davisbacon/wal dvb Page 29 of 39 9/12/2013 Page 30 of 39 Rates Fringes Painters Brush & Roller $ 21 01 8 83 High work - All work 60 ft or higher $ 21 61 8 83 Spray and Sandblasting $ 21 76 S 83 ---------------------------------------------------------------- PAIN0055-007 07/O1/2013 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters HIGHWAY & PARKING LOT STRIPER $ 33 41 10 36 ---------------------------------------------------------------- PLAS0072-004 06/01/2013 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1 $ 26 01 12 14 Zone Differential (Add to Zone 1 rate) Zone 2-$2 00 BASE POINTS Spokane, Pasco, Lewiston, Wenatchee Zone 1 0- 45 radius miles from the main post office Zone 2 Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528-001 06/O1/2013 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes Cement Masons CEMENT MASON $ 36 63 14 55 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE $ 37 13 14 55 TROWLING MACHINE OPERATOR ON COMPOSITION $ 37 13 14 55 ---------------------------------------------------------------- PLAS0555-002 06/O1/2012 CLARK, KLICKITAT AND SKAMANIA COUNTIES http /lwww wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 � � ZONE 1 Rates Fringes � r �J LJ � ' C � , LJ ' � � � � ' Cement Masons CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD $ 30 58 17 76 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD $ 30 58 17 76 CEMENT MASONS $ 29 98 17 76 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 31 18 17 76 Zone Differential (Add To Zone 1 Rates) Zone 2 - $0 65 Zone 3 - 1 15 Zone 4 - 1 70 Zone 5 - 3 00 BASE POINTS BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1 Pro�ects within 30 miles of the respective city hall ZONE 2 More than 30 miles but less than 40 miles from the respective city hall ZONE 3 More than 40 miles but less than 50 miles from the respective city hall ZONE 4 More than 50 miles but less than 80 miles from the respective city hall ZONE 5 More than 80 miles from the respective city hall TEAM0037-002 06/O1/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Truck drivers ZONE 1 GROUP 1 $ 26 90 GROUP 2 $ 27 02 GROUP 3 $ 27 15 GROUP 4 $ 27 41 GROUP 5 $ 27 63 GROUP 6 $ 27 79 GROUP 7 $ 27 99 Zone Differential (Add to Zone 1 Rates) Zone 2 - $0 65 Zone 3 - 1 15 Zone 4 - 1 70 Zone 5 - 2 75 Fringes 13 75 13 75 13 75 13 75 13 75 13 75 13 75 Page 31 of 39 ' http /iwww wdol gov/wdoUscaf'iles/davisbacon/wal dvb 9/12/2013 BASE POINTS ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1 Pro�ects within 30 miles of the respective city hall ZONE 2 More than 30 miles but less than 40 miles from the respective city hall ZONE 3 More than 40 miles but less than 50 miles from the respective city hall ZONE 4 More than 50 miles but less than 80 miles from the respective city hall ZONE 5 More than 80 miles from the respective city hall TRUCK DRIVERS CLASSIFICATIONS GROUP 1 A Frame or Hydra lifrt truck w/load bearing surface, Articulated Dump Truck, Battery Rebuilders, Bus or Manhaul Driver, Concrete Buggies (power operated), Concrete Pump Truck, Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of up to and including 10 cu yds , Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on �ob site), Loader and/or Leverman on Concrete Dry Batch Plant (manually operated), Pilot Car, Pickup Truck, Solo Flat Bed and misc Body Trucks, 0-10 tons, Truck Tender, Truck Mechanic Lender, Water Wagons (rated capacity) up to 3,000 gallons, Transit Mix and Wet or Dry Mix - 5 cu yds and under, Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations, Team Driver, Slurry Truck Driver or Leverman, Tireman GROUP 2 Boom Truck/Hydra-lift or Retracting Crane, Challenger, Dumpsters or similar equipment all sizes, Dump Trucks/Articulated Dumps 6 cu to 10 cu , Flaherty Spreader Driver or Leverman, Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials, Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on �ob site), Oil Distributor Driver or Leverman, Transit mix and wet or dry mix trcuks over 5 cu yds and including 7 cu yds , Vacuum Trucks, Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3 Ammonia Nitrate Distributor Driver, Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof over 10 cu yds and includinq 30 cu yds includes Articulated Dump Trucks, Self-Propelled Street Sweeper, Transit mix and wet or dry mix truck over 7 cu yds and including 11 cu yds , Truck Mechanic-Welder-Body Repairman, Qtility and Clean-up Truck, Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4 Asphalt Burner, Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof over 30 cu yds and including 50 cu yds includes Articulated Dump Trucks, Fire Guard, Transit Mix and Wet or Dry Mix Trucks, over 11 cu yds and including Page 32 of 39 'i� � � � � 1 � , � LJ � � , � �� http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 ' � , 15 cu yds , Water Wagon (rated capacity) over 10,00d gallons to 15,000 gallons ' GROUP 5 Composite Crewman, Dump Trucks, side, end and bottorn dumps, including Semi Trucks and Trains or combinations thereof over 50 cu yds and including 60 cu yds includes Articulated Dump Trucks C � � GROUP 6 Bulk Cement Spreader w/o Auger, Dry Pre-Batch concrete Mix Trucks, Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof over 60 cu yds and including 80 cu yds , and includes Articulated Dump Trucks, Skid Truck ' GROUP 7 Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof over 80 cu yds and including 100 cu yds , includes Articulated Dump Trucks, Industrial Lift Truck (mechanical tailgate) � ------------------------------------------------------------ * TEAM0174-001 06/29/2012 � � � ' � 1 'i I u CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Truck drivers ZONE A GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 Rates Fringes 16 23 16 23 16 23 16 23 16 23 $ 31 68 $ 30 84 $ 28 03 $ 23 06 $ 31 23 ZONE B(25-45 miles from center of listed cities*) Add $ 70 per hour to Zone A rates ZONE C(over 45 miles from centr of listed cities*) Add $1 00 per hour to Zone A rates *Zone pay will be calculated from the city center of the following listed cities BELLINGHAM CENTRALIA � EVERETT SHELTON SEATTLE PORT ANGELES TACOMA PORT TOWNSEND '�J L _I J RAYMOND OLYMPIA ANACORTES BELLEVUE MT VERNON KENT ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1-"A-frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used, Buggymobile, Bulk Cement Tanker, Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Page 33 of 39 , , http //www wdol govlwdoUscafiles/davisbacon/wal dvb 9/12/2013 Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity Over 30 yards $ 15 per hour additional for each 10 yard increment, Explosive Truck (field mix) and similar equipment, Hyster Operators (handling bulk loose aggregates), Lowbed and Heavy Duty Trailer, Road Oil Distributor Driver, Spreader, Flaherty Transit mix used exclusively in heavy construction, Water Wagon and Tank Truck-3,000 gallons and over capacity GROUP 2- Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on �ob site, Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat D W Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity, Flatbed (Dual Rear Axle), Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man, Leverman and loader at bunkers and batch plants, Oil tank transport, Scissor truck, Slurry Truck, Sno-Go and similar equipment, Swampers, Straddler Carrier (Ross, Hyster) and similar equipment, Team Driver, Tractor (small, rubber-tired)(when used within Teamster �urisdiction), Vacuum truck, Water Wagon and Tank trucks-less than 3,000 gallons capacity, Winch Truck, Wrecker, Tow truck and similar equipment GROUP 3- Flatbed (single rear axle), Pickup Sweeper, Pickup Truck (Ad�ust Group 3 upward by $2 00 per hour for onsite work only) GROUP 4- Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT �ob, where HAZMAT certification required, shall be compensated as a premium, in addition to the classification working in as follows LEVEL C +$ 25 per hour - This level uses an air purifying respirator or additional protective clothing LEVEL B +$ 50 per hour - Uses same respirator protection Level A Supplied air line is provided in con7unction with a chemical "splash suit " LEVEL A +$ 75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breath�ng apparatus or a supplied air line is as ---------------------------------------------------------------- TEAM0690-004 O1/01/2013 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA Page 34 of 39 � � � � � � � � 1__J i � � � J ' � �J L� J L� � http /Jwww wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 ' ' ' COUNTIES ' l__J I � [_ J � � 1 , L� � � �J � 1 � � Rates Fringes Truck drivers (AREA 1 SPOKANE ZONE CENTER Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1 LEWISTOAI ZONE CENTER Asotin, Columbia, and Garfield Counties AREA 2 PASCO ZONE CENTER Benton, Franklin, Walla Walla and Yakima Counties) AREA 1 GROUP 1 $ 20 17 14 44 GROUP 2 $ 22 44 14 44 GROUP 3 $ 22 94 14 44 GROUP 4 $ 23 27 14 44 GROUP 5 $ 23 38 14 44 GROUP 6 $ 23 55 14 44 GROUP 7 $ 24 08 14 44 GROUP 8 $ 24 44 14 44 AREA 2 GROUP 1 $ 21 77 14 44 GROUP 2 $ 24 31 14 44 � GROUP 3 $ 24 42 14 44 GROUP 4 $ 24 75 14 44 GROUP 5 $ 24 86 14 44 GROUP 6 $ 25 02 14 44 GROUP 7 $ 25 56 14 44 GROUP 8 $ 25 88 14 44 Zone Differential (Add to Zone 1 rate Zone 2+$2 00) BASE POINTS Spokane, Pasco, Lewiston Zone 1 0-45 radius miles from the main post office Zone 2 Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1 Escort Driver or Pilot Car, Employee Haul, Power Boat Hauling Employees or Material GROUP 2 Fish Truck, Flat Bed Truck, Fork Lift (3000 lbs and under), Leverperson (loading trucks at bunkers), Trailer Mounted Hydro Seeder and Mulcher, Seeder & Mulcher, Stationary Fuel Operator, Tractor (small, rubber-tired, pullinq trailer or similar equipment) GROUP 3 Auto Crane (2000 lbs capacity), Buggy Mobile & Similar, Bulk Cement Tanks & Spreader, Dumptor (6 yds & under), Flat Bed Truck with Hydraullic System, Fork Lift Page 35 of 39 � http //www wdol gov/wdoUsc�les/davisbacon/wal dvb 9/12/2013 (3001-16,000 lbs ), Fuel Truck Driver, Steamcleaner & Washer, Power Operated Sweeper, Rubber-tired Tunnel Jumbo, Scissors Truck, Slurry Truck Driver, Straddle Carrier (Ross, Hyster, & similar), Tireperson, Transit Mixers & Truck Hauling Concrete (3 yd to & including 6 yds ), Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds ), Warehouseperson (to include shipping & receiving), Wrecker & Tow Truck GROUP 4 A-Frame, Burner, Cutter, & Welder, Service Greaser, Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds ), Truck Mounted Hydro Seeder, Warehouseperson, Water Tank truck (0-8,000 gallons) GROUP 5 Dumptor (over 6 yds ), Lowboy (50 tons & under), Self- loading Roll Off, Semi-Truck & Trailer, Tractor with Steer Trailer, Transit Mixers and Trucks Hauling Concrete (over 6 yds to and including 10 yds ), Trucks, side, end, bottom and end dump (over 12 yds to & including 20 yds ), Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton), Vacuum Truck (super sucker, guzzler, etc ) GROUP 6 Flaherty Spreader Box Driver, Flowboys, Fork Lift (over 16,000 lbs ), Dumps (Semi-end), Mechanic (Field), Semi- end Dumps, Transfer Truck & Trailer, Transit Mixers & Trucks Hauling Concrete (over 10 yds to & including 20 yds ), Trucks, side, end, bottom and articulated end dump (over 20 yds to & including 40 yds ), Truck and Pup, Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, wh�chever is greater Water Tank Truck (8,001- 14,000 gallons), Lowboy(over 50 tons) GROUP 7 Oil Distributor Driver, Stringer Truck (cable oeprated trailer), Transit Mixers & Trucks Hauling Concrete (over 20 yds ), Truck, side, end, bottom end dump (over 40 yds to & including 100 yds ), Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons), GROUP 8 Prime Movers and Stinger Truck, Trucks, side, end, bottom and articulated end dump (over 100 yds ), Helicopter Pilot Hauling Employees or Materials Footnote A- Anyone working on a HAZMAT �ob, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows LEVEL C-D -$ 50 PER HOUR (This is the lowest level of protection This level may use an azr purifying respirator or additional protective clothing LEVEL A-B -$1 00 PER HOUR (Uses supplied air is con�unction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours Page 36 of 39 ' u � � I 1 � C -1 � � ' ' � � � � � Li � � http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 ' � � � NOTE Trucks Pulling Equipment Trailers shall receive $ 15/hour over applicable truck rate ---------------------------------------------------------------- � WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental 1 ' f� �J Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 5 (a) (1) (ii)) ---------------------------------------------------------------- � The body of each wage deterrnination lists the classification and wage rates that have been found to be prevailing for the � cited type(s) of construction in the area covered by the wage determination The classifications are listed in alphabetical � order of "identifiers" that indicate whether the particular rate is union or non-union ' 1 1 1 � � I 1 � � Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SII" denotes that the union classification and rate have found to be prevailing for that classification Example PLUM0198-005 07/O1/2011 The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i e, Plumbers Local 0198 The next number, 005 in the example, is an internal number used in processing the wage determination The date, 07/O1/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 an the above example Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates 0000/9999 weighted union wage rates will be published annually each January Non-Union Identifiers Classifa.cations listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates, however, the data used in camputing these rates may Page 37 of 39 , http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 Page 38 of 39 include both union and non-union data Example SULA2004-007 5/13/2010 SU indicates the rates are not union ma�ority rates, LA indicates the State of Louisiana, 2004 is the year of the survey, and 007 is an internal number used in producing the wage determination A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date Survey wage rates wall remain in effect and will not change until a new survey is conducted WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter� This can be * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program If the response from this initial contact is not satisfactory, then the process described in 2) and 3) should be followed With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations Write to Branch of Construction Wage Determinations Wage and Hour Divis�on U S Department of Labor 200 Constitution Avenue, N W Washington, DC 20210 2) If the answer to the question in 1) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 8 and 29 CFR Part 7) Write to Waqe and Hour Admanistrator U S Department of Labor 200 Constitution Avenue, N W Washinqton, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, pro�ect description, area practice material, etc ) that the requestor considers relevant to the issue 3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative http //www wdol govlwdoUscafiles/davisbacon/wal dvb 9/12/2013 � , Review Board (formerly the Wage Appeals Board) Write to Administrative Review Board � U S Department of Labor 200 Constitution Avenue, N W Washington, DC 20210 � 4) All decisions by the Administrative Review Board are final � END OF GENERAL DECISION � � � , , , � ' ' l_ J , �J � Page 39 of 39 , http //www wdol gov/wdoUscafiles/davisbacon/wal dvb 9/12/2013 ' � ' � Ij ' i C� � 1 1 1 1 1 1 1 1 1 APPENDIX B CONSTRUCTION FORMS � i � � � � � � � — � � � � � � � � � � � CITY OF BREMERTOIV Pro�ect Contractor Pro�ect No SHOP DRAWING SUBMITTAL Submittal No Date Resubm�ttal (Y/N) Prev�ous Subm�ttal No -- To Be Completed by the Cormactor To Be Completed by the Crty Spec�ficat�on No Make Amend kem P1C Para / Dwg Copies Except�ons Corrections and Re�ected No (') Reference Descript�on of Item Sub m Taken Noted Resubmrt Resubm�t (•) P- Partial Submittal, C- Complete Submrttal CoMractor mrtial by erther (a) or (b) to certify the following (a) We have venfied that the mater�al or eqwpment corrtamed �n this submrttal meets all requirements speafied or shown Ino except�ons) (b) We have verified that the matenal or eqwpment contamed m th�s submittai meets all reqwrements speafied or shown except for the followmg dewations (hst deviations) - - Contractors Authorrced Representat�ve Rev�ew Remarks Conections or commeMS made relaUve to submtttals dunng th�s review do not rebeve the contractor from Very truly yours comphance wnh the requirements of the drawmgs and specvHcahons This check is only for rewew of Clty of Bremerton generel co�rformance wrth the design concept of the pro�ect and general compbance wrth the informaUon Dept of Pubiic Works and Utdrt�es glven In the cornract documeMS The cont►actor �s respons�ble for conflmung and correlating all quarrt�ties and d�mens�ons selecting fabncation processes and tachmques of construct�on coordinabng Fus work with that of other trades and perfomung fns work in a safe and satisfactory manner PIO�BCt Engineer � r■i � r � � � � � � � � � � � i � r� � City of Bremerton Engineering Divisoon Da�ly Force Account Report Contractor: Pro�ect Description of Work Page of Pro�ect No Date Labor Matenals Empioyee Strai ht Time OverUme Matenals Name Class Hours Rate Hours Rate Amount Descn on Quant Unit Urnt Pnce Amount $o 00 $o 00 $o oa $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $o 00 $0 00 Note Matenals Subtotal $0 00 $0 00 Use Tax (ii� 0% $0 00 SO 00 Matenals Markup @ 15% $0 00 $o 0o Matenals otal 30 00 ote Labor Subtotai $o 0o Subcontracts Labor Markup @ 20% $0 00 Subcontractor's Name 8 Labor Total $0 00 DescripUon of Subcontracted Work Quant Unit Unrt Pnce Amount Eqwpment $o 00 Eqwpment Working Rental OperaUng Standby Standby $0 00 Descn 4on & ID No Hours Rate Cost Hours Rate Amount $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 0o Note Subcontracts Subtotal $0 00 $0 00 $0 00 Subs Markup @ 5% $0 00 $0 00 $0 00 Subtotal $0 00 $0 00 $0 00 Pnme Cont Markup � 5% $0 00 $0 00 $0 00 Total Subcontracts b0 00 $0 00 $0 00 Labor Total $0 00 $0 00 $0 00 Eqwpment Total $0 00 $0 00 $0 00 Matenals Total $0 00 O e Equipment Subtotal $0 00 Subcontrects Total $0 00 S U M M A R Y s�nto�i $o 00 Equip Markup @ 15°/a $0 00 B/BO/I Markup @ 5% $0 00 Subotal $0 00 WSST � 0% $0 00 Eqwpment Total So 0o Da�ly F A Total 30 Rev 01 Pnnted 9/13/2013 Page 1 of 1 ' ' ' 1 ' � � � � i 1 � ' � � � � ' � CITY OF BREMERTQN REQUEST FOR INFORMATION Log No (Urnque, Chronological) Pro�ect Title Contractor Pro�ect No Contract Date � (For Contractor's Use) Date Sub�ect Information Descnption Contractor's Authonzed Signature (For Owner's Use) Date Sub�ect Information Descnption Owner's Authorized Signature 1 CITY OF BREMERTON ' WORK CHANGE DIRECTIVE (WCD) ' WCD #: Date: ' � �� , � ' ' Pro,ect Name Pro,ect # Contractor Notice to Proceed Date YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S) ATTACHMENT(S) If a ciaim is made that the above change(s) have affected Contract Pnce or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s) The Change Order wdl be executed in accordance with Section 1-04 4 of the WSDOT Standard Spec��cattons, or Article 10 of the General Conditions Method of determining change m Contract Price , ❑ Unit Price ❑ Lump Sum ' ❑ Time & Materials ❑ Other ' ' ' ' � , , Estimated increase (decrease) in Contract Price $ If the change mvolves an mcrease, the estimated amount is not to be exceeded without further authorization RECOMMENDED CONTRACTOR By PAGE 1 OF 1 Method of determmmg change in Contract Times ❑ Contractor's Records ❑ Engineer's Records ❑ Other Estimated increase (decrease) in Contract Times Substantiai Completion 0 days, Ready for fmal payment 0 days, If the change involves an increase, the estimated times are not to be exceeded w�thout further authorization AUTHORIZED CITY OF BREMERTON By � , , � LJ ' ' � , LJ LJ , ' ' , ' ' �l APPENDIX C CONSTRUCTION DRAWINGS ' ' , 1 ' ' ' ' ' ' , , ' ' 1 ' � ' ' , �,� �� DEPARTMENT tJF' PUBLIC WtiRKS AND VTILITIESi ENCIHEERING QIVISIt�N :� � �� ' � ` � � ! � 1 � i ' � ' � � 1 � s • • • . ; .. . � . Lt)CAT�t,�N MAP NTS � �� VICINITY MAP NTS PAGE 1 2 3 4 5 SHEET INDEX Tl T�E :,OVE� SHEET lNDEX, �OCATiON MAP AND VICiNITY MAP LEGENQ / NOTES, CROSS SECTI�N PLAN BVR STA Q+00-60+00 PLAN BVR SfiA 60+00 — 84+31 �LAN B1lR STA 0+0{� — 47+95 ' � ' ' ' ' ' ' ' ' � ' 1 ' 1 , , ' � � 1 LEGEND GENERAL NC�TES� SIGNAL AND CHANNEUZATIC3N 1 N PROPOSEQ SURVEY SURFACE FEA`fURES �� o e o. ■ BUTfON LINE � � 81KE DETECTOR SYMBOL � � STt2AlGHT ARROW �' j LEFT TURN ARROW � '< RIGHT TURPJ ARRt3W � m JUNCTiON BOX [Q al JUNCTiON 8QX TYPE III � � S#GNAI CONTR4LLER 90X -D -► NEHIC!°E SIGNAI HEAD �o �,i VEH4CLE SIGNAL NEAO N!/ ARROW INDICATOR � �� YEHICIE 100P �- �F- SIGNAI POl€ Wj IUMINAiRE c�-�- c�.�- 5lGNAL POLE tt x PHOTDEIECTRiC EYE '�—� h}� STf2EEf LIGHT ASSY 11 - � SiGN I i � 't.)° D<1 �� - -� �'t��- -� WATER METER � fiRE HYORANT N ca� vai.v� WATER MAiN SANITARY & STORM DRAINAGE ,� PROPO5E0 � • SAN SEWER CLEAN OUT � � SAN SEWER MANHOtE � � STORM SEWER MANNOLE C3 i STORM dRAtPI CATCN 8ASlh1 >---c >-< cu�v�Rr — s — SANiTARY SEWER -°- � -- STORM pRAIN b � � � GAS TELEPHONE 8c P(�WER � L� � � � � -U- �-- v c c rv • � i � ♦ --.•. � ♦'� •�►r � tf `��t �t1� tl HANOlCAP CURB RAMP cuaa PAVEMEh1T REPAIR ;EPAlR 8Y ENGINEER :XISTING DEPTH ASPHAIT 1 � • � � , ♦ � Et.EVA'fiONS ARf NRTlONAI GEODEiIC VERTiCA�. DATUM 1929 {NGV029) 2 COORDINATES ARE TO HQRIZONTAL IdATtONAL AQJUSfiEO DATUM 1983/91 (t�nt�a3/9 t ) 3 CONTRAGTOR TO CALL UNOERGROUND UTIIITiES tOCATE SERViCE AT 1-$40-424-5555 A MINIMUM OF TWO WORKING OAYS PRIOR TO ANY EXCAVA710N TNE KNOWN EX�5i°ING UNDERGROUNO UTIU7Y UNES ARE SHOWN ON TNE 4RAWlNGS IN THE1R APPROXIMATE LQCATION THERE IS NO GUARANTEE EXPRESSED flR 1MPUED, THAT AL� UTIUTY L.INES ARE SHOWN OR THAT LOCATIONS ARE ACCURATE TNE CON7RACTOR SHALL UNCOVER At1. INDICATED PIPtNG WHERf CRdSSiNGS INTERFERENCES OR CONNEC'TIONS OCCUR PRIOR TO TRENCHING QR EXCAVA7ING F012 ANY NEW PIPE StRiJCTURES TO DETERMINE ACTUAL LOCATIONS ANO SHALL MAKE TME APPROPRIATE PROVISIONS TO PROTECT SAID FACILITIES FROM DAMAGE 4 CONS7RUCTiON CENTERLINE STATIONlAtG IS IDENTIFlED ON TNE PLANS 5 NORIZONTAL OIMENStONS AND S7ATION OfFS£TS ON RkAN AN� PROFILE SHEETS TO PiP£UNES MANHOLES AND OTHER FAGiUT1ES ARE TO THE CENTER�IPJES OF 7t�tOSE FACILti7ES UNLESS SPECtFICALt.Y NO7ED OTHERWI5E IhNER7 EL£VATIONS IN MANHOLES AND OTHER STRUCTURES lDENTtFIED IN THE PIANS REFERS TO T1iE ELEVATtON AT i}iE CENTER OF TNf STRUCTURE 6 OVERHEAQ EIECTRiCAL POWER TELEPNONE CABL.E N AND OTHER OVERHEAU ItNES ARE GENERALLY NOT SHdWN DETERMWE THE EXTENT OF HAZARDS OR IMPACTS ON CpNSTRUCTION ACTM7IES CREA7E0 8Y OVERHEAO OR UNDERGROUNO ELEG7RICAL R�WER TELEPHONE CABLE TV AND OTHER UNES IN Al.L AI2EAS AND �OLLOW PRQCEDURES 011RING CONSTRUCTiON AS REQUIREd 8Y LAW ANA REGULATiONS PRIQR TO CONSTRUCTlON MEET WITH UTILITY OWNERS TO DETERMIPIE THE EXTEhl7 OF !-tAZRf7D5 AND TAKE WHAtEVER P12ECAUTION5 AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSQNS AND PROPERTY AND TO AYOip DISRUPTION OF S£RV10E 7 MANHOLES AND STRUCTi1RES ARE SHdWN 4N PIAN AND PROf1LE ORAWIN6S SYMBdUCAi.LY CONSTRUCT MANNOLES ANO 5TRUCTUR£S AS SHOWN OPl DETAlL DRAWINGS AND AS SPECOFtED PIPE INVERT AND Si�OPE ARE BASED ON THE CENTERLlNE 4F THE ORAINAGE STRUCTURE SHOWN 9 RIGFiT-OF-WAY ANQ PROPER'tY LJNES SHOWN ARE APPROXIMATE ONLY 10 THE CONTRACTOR IS SOLELY AND COMPlE7ELY RESPONSIBI.E FOR FURNISHING INSTALt1NG AND MAtNTAiNiNG WARNING StGNS AND DEVICES NECESSARY TO SAFEGUARD TNE GENERAL PUSUC OURING WpRKING ANO NON-WORKING HOURS 3 00 f— 12 OQ =T 12 00 ----------I 3 QQ CRCJSS-SECTION —BOTH ROADWAYS Q 0 125 HMA OVERIAY Q SNOUTAER DRESSING CSTC Q EXISTING ROADWAY FVC CONG EOP FQC HCf2 � sacs SDMH £G FG � R BflW �ac GL EX7ST �iTS ABBREViATIONS - PpL1MNYl CNLORIDE - COA1CREfE - EDGE OF PAVEMENT - FACE 0� CURB - HA1dDICAP CURB RAMP - UNEAR F00T - STORIA DRAIN CATCH BAStN - STORM DRAtN MANFidI£ - EXISTING GROUND - FlNISH GROUND - LEFT - RIGHT - BACK OF SIDEWALK - TQP U� CURB - GUTTER UNE OF SiDEwAUc - EXISTING - NOT TO SC+U.E RQADWAY 3 QO PLAN i DRIVEWAY � I 3 00 PROFIIE FEATHER HMA OVERlAY TO EXlSTVNG OR{VEWAY HMA DRIVEWAY APPRC}ACN D ETA! � , ' ' , 1 ' 1 , ' 1 ' ' ' ' 1 ' � � a a ' � t � � � ' � ' 1 ' ' ' ' ' ' ' 1 ' ' ' ' ' 1 ' ' ' ' � � � � a � � � � � �� r �� • . . � � . .�...�.�.......�....... ��M NQR12 i'=940 YEi76' �'�" �'°" CITY OF BREMERTON DEPAR7MEfVT OF� PU8L1C WORKS & UTlLITIES ENGINEERIlVG DIVISION }RAWiNG Plf3 [lRAWN BY SM.J OESIGN 6Y G F CHECKED 9Y G F OA7E 9jt3 WASH pE � 43788 OATE 9ff3 WA,SH PE. � 4398& DATE 9ft� � � � � '�" �. �� i �. �w a w• r t � rr� � � + � CS� � � � ___1 U � Q � SHEET 4 a� 5 ro a a ' ' ' , ' � 1 1 1 1 1 1 ' ' � � � 0 U � �. � � � � � 1 � � �� £,� :'_-� � � � �—i�� , � � J r � � 65�� a g�-•.� 1 a \.._.� � � �'W'..-� �a � � �� ' � � ��`�,�� --, f.W.�.� ��,� +� � � .� � � i �> �,. � � � t ` i`�1 �� + N Q {� W z � � � � � 0� r� 9 � � �_ e �` � � ��:.Y. �` �__._��i �'�� i � � �i �'� � � �f } + � C�l � V ! �_1_.� z � C� � �