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HomeMy WebLinkAboutR.W. Scott Construction, Co. 12. c 2 pI ' R.W. SCOTT CONSTRUCTION CO. 1 Z 31 z 6 / V General Contractors 4005 WEST VALLEY HWY.,SUITE A CITY OF RENTON AUBURN,WA 98001 JUN 2 3 2026 O o / RECEIVED ' CITY CLERK'S OFFICE m-n. "l moo. Z CA6 -' Z6 /32_ G�(Y 0 PROPOSAL COVER PAGE AF N T Ott Renton School and Pedestrian Crossing No. 2 TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned (Bidder) hereby certify that the Bidder has examined the location and construction details of the proposed work, has read and thoroughly understands the Contract Documents governing the work, and the nature of the work, and the method by which payment will be made for said work. Bidder hereby proposes to undertake and complete the work detailed in and in accordance with these Contract Documents, for the Total Bid Amount shown on the attached Schedule of Prices. The Bidder understands that the quantities mentioned herein are approximate only and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased in accordance with the Contract Documents. As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the form of (check one) 1 bid bond, or 0 cashier's check (made payable to the City of Renton), or 0 postal money order (made payable to the City of Renton), in an amount equal to five percent (5%) of the Total Bid Amount, is attached hereto. If a bid bond is signed by an attorney-in-fact, Bidder agrees that the power of attorney authorizing such execution must be current and enforceable, be properly executed by the Surety in accordance with the Surety's by-laws or other applicable rules and resolutions, and include all necessary corporate seals, signatures, and notaries. Bidder understands that Contract Award or Bid rejection will occur within 45 calendar days after the opening of bids, as specified in Section 1-03.2 of the Standard Specifications. Bidder further understands that should Bidder fail to enter into this contract in accordance with his or her Bid and furnish a contract bond within a period often(10)days from the date at which he or she is notified that he or she is the successful bidder, the Bid Proposal Deposit shall be forfeited to the City of Renton, as set forth in RCW 35A.40.200 and RCW 35.23.352 Bidder hereby agrees to complete the Physical Work in all respects within 50 working days. Contract time shall begin on the first working day following the Notice to Proceed date. Renton School and Pedestrian Crossing No.2 Proposal 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal City of Renton Contract Provisions for Renton School and Pedestrian Crossing No. 2 III. PROJECT PROPOSAL Project Name: Renton School and Pedestrian Crossing No. 2 City Contract Number: CAG-26-132 Company: 41)S -D4 CI7LkC Y Address: t(1e.5-1 Ca I( y y iy ,t ) ,, k 1/ ," Wes/ Telephone No.: ( ?S / - vO(.) Fax No.: 025-3 ; Total Bid Amount: $ 675- yS3,00 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal c v o,�, SCHEDULE OF PRICES Renton School and Pedestrian Crossing No. 2 9 N 1 U,i ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID NOTE:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only,in dollars and cents to two(2)decimal places(including whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. INOM ITEM DESCRIPTION SECTION UNIT QUANTITY UNIT PRICE* EXTENSION 1 MINOR CHANGE 1-04.4(1) EST 1 $15,000.00 $15,000.00 2 ADA FEATURE SURVEYING 1-05.4 LS 1 2 950.3O z 9 co. OO 3 ROADWAY SURVEYING 1-05.4 LS 1 7 350.00 7 35 D•a), 4 SPCC PLAN 1-07.15(1) LS 1 1,000,00 /,000• c'(,u 5 MOBILIZATION 1-09.7 LS 1 LKo0o.c--.) q ,coo.00 6 TRAFFIC CONTROL SUPERVISOR 1-10.5(2) LS 1 I Si(2(' '‘ 1 5.Occ 7 PEDESTRIAN TRAFFIC CONTROL 1-10.5(2) LS 1 3r Sa).`9.2 3,5 c 7-"V 8 FLAGGERS 1-10.5(2) HR 720 �3.610 59 7(00.00 9 CONSTRUCTION SIGNS CLASS A 1-10.5(2) SF 576 �$ c9O I LIr L p0.00 10 PORTABLE CHANGEABLE MESSAGE SIGN 1-10.5(2) HR 3,360 oO 1(ji i500.00 11 OTHER TRAFFIC CONTROL LABOR 1-10.5 HR 60 I'6},bD I l,/00.Ov 12 CLEARING AND GRUBBING 2-01.5 AC 0.03 Za.5-,000•.jO b,75-0,Ov 13 REMOVAL OF STRUCTURES AND 2-02.5 LS 1 L-1 0,:a.2a (.t'000.00 OBSTRUCTIONS i 14 REMOVING CURB AND GUTTER 2-02.5 LF 125 -1 S'.O° 3,I Z5-1oQ 15 REMOVING CEMENT CONC.SIDEWALK 2-02.5 SY 95 3 S. Zjr 375-.00 16 REMOVING ASPHALT CONC.PAVEMENT 2-02.5 SY 360 15100 £l 00o.00 17 SAWCUTTING 2-02.5 LF 560 0,0 0 I Cl O,OQ Renton School and Pedestrian Crossing No.2 Schedule of Prices Page 1 of 4 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SPEC. IN0. ITEM DESCRIPTION SECTION UNIT QUANTITY UNIT PRICE* EXTENSION 18 ROADWAY EXCAVATION,INCL.HAUL 2-03.5 CY 70 Lf 5.00 7,, 34.o.C90 19 GRAVEL BORROW,INCL.HAUL 2-03.5 TN 20 SZ,0° /,Oy0.00 20 LOCATE EXISTING UTILTIES 2-09.5 LS 1 Soab,dO 510o0,0o 21 POTHOLE 2-09.5 EACH 14 bsb,00 9,100.00 22 CRUSHED SURFACING TOP COURSE 4-04.5 TON 200 5-5 00 //,0 00.00 ADJUST EXISTING CATCH BASIN,REPLACE 23 CASTING 5-04.5 EACH 2 " 1,3cj 000 2 7pb •� 24 ADJUST EXISTING MANHOLE COVER 5-04.5 EACH 1 q 5-0•od 9 50.00 25 ADJUST EXISTING VALVE BOX 5-04.5 EACH 2 (pCO.O° I,300•o0 26 PLANING BITUMINOUS PAVEMENT 5-04.5 SY 65 I I D,00 "7 IS'o.oo 1 27 HMA CL.1/2"PG 58H-22 5-04.5 TON 140 L4 L4 3,00 to 11 010 .00 28 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 CALC 1 $0.00 $0.00 29 COMPACTION PRICE ADJUSTMENT 5-04.5 CALC 1 $0.00 $0.00 30 DI STORM SEWER PIPE,8 IN.DIAM.(INCL. 7-04.5 LF 40 a OS'.ov !6 264:),GO BEDDING) 31 DI STORM SEWER PIPE,12 IN.DIAM.(INCL. 7-04.5 LF 80 ..L• -0,00 Z O,000•cX� BEDDING) 32 TELEVISION INSPECTION 7-04.5 LS 1 f .0o•00 1,6 00.00 33 CONNECTION TO EXISTING STORM 7-05.5 EACH 2 /,0'917•c9G STRUCTURE Zi 000. O 34 CONCRETE INLET 7-05.5 EACH 2 240°'e S fiQ .00 35 CATCH BASIN,TYPE 1 7-05.5 EACH 1 3,/00.00 3./co. ov 36 CATCH BASIN,TYPE 2,48IN.DIAM. 7-05.5 EACH 1 6,900.00 (q,9 0(i-67O 37 TRENCH EXCAVATION SAFETY SYSTEMS 7-08.5 LS 1 I, Zo(O •t.00.9 /,too.vo 38 BANK RUN GRAVEL FOR TRENCH BACKFILL 7-08.5 TN 30 t7q,490 / Liyo,0U Renton School and Pedestrian Crossing No.2 Schedule of Prices Page 2 of 4 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ITEMSPEC. ITEM DESCRIPTION SECTION UNIT QUANTITY UNIT PRICE* EXTENSION 39 TRENCH EXCAVATION,INCL.HAUL 7-08.5 CY 20 (,i t,.[') 9(7o•(7p 40 RELOCATE FIRE HHYDRANT ASSEMBLY 7-14.5 EACH 1 7 SjC o �so•� 41 EROSION CONTROL AND WATER POLLUTION 8_01.5 LS 1 i l�b0o.co q oc o.00 PREVENTION i 42 INLET PROTECTION 8-01.5 EACH 12 5(2.DO (Q0.0b 43 WATTLE 8-01.5 LF 25 '1 .00 (, 2 5-,00 44 SOD INSTALLATION 8-02.5 SY 170 ! 7 Ob Z,5 90.0O 45 TOPSOIL,TYPE A 8-02.5 CY 30 7.1.Ix2 Z /(00.po ll 46 BARK OR WOOD CHIP MULCH 8-02.5 CY 5 (0 c9" 14 a$00 47 CEMENT CONC.TRAFFIC CURB AND GUTTER 8-04.5 LF 270 5 , c0 I.5)2d 00 48 CURB MOUNTED DELINEATOR POSTS 8-10.5 LF 8 I I a°° c,qo•OO 49 CEMENT CONC.SIDEWALK 8-14.5 SY 140 q5.00 13,3oa'e° 50 CEMENT CONC.CURB RAMP,TYPE PARALLEL 8-14.5 EACH 1 )/4,0 d•vO 3i 6 oo.00 51 CEMENT CONC.CURB RAMP,TYPE 8-14.5 EACH 5 3i 600.00 ' 000 .CO PERPE NDICULARDETE �� 52 PATHC,TABLE WARNING SURFACE(ASPHALT 8-14.5 SF 16 I Oa•0L2 //(oO0.00 53 MAILBOX SUPPORT,TYPE 2 8-18.5 EACH 1 2, ff.''V 2/fo o 0•"ci 54 RRFB SYSTEM AT SITE 1,COMPLETE 8-20.5 LS 1 30)0'99•44' 30, COO'c 55 RRFB SYSTEM AT SITE 2,COMPLETE 8-20.5 LS 1 30 coaco 4 000.Od 56 RRFB SYSTEM AT SITE 3,COMPLETE 8-20.5 LS 1 30coa.° 0 OO°'Od 57 UTILITY TRENCH 8-20.5 LF 250 /00.00 - s OcO'`'O CONDUIT PIPE PVCSCH.80,2 IN.DIAM. Q 58 W/FITTINGS 8-20.5 LF 365 /7,gv 72.2.7.400 59 CONDUIT PIPE PVCSCH.80,3 IN.DIAM. 8-20.5 LF 80 33.00 Z ( L/O.O a W/FITTINGS / Renton School and Pedestrian Crossing No.2 Schedule of Prices Page 3 of 4 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ITEMSPEC. ITEM DESCRIPTION SECTION UNIT QUANTITY UNIT PRICE* EXTENSION 60 JUNCTION BOX,TYPE 1 8-20.5 EACH 5 /i/OD.43° Shop,00 61 STREET LIGHT STANDARD 8-20.5 EACH 1 31I$�•"° 3�,4S0'9a 62 STREET LIGHT BASE 8-20.5 EACH 1 (,I <Do 1/;o �ct .00 63 SERVICE METER AT SITE 3,COMPLETE 8-20.5 LS 1 2 3,a0 40 233 voo, 0 . 64 PERMANENT SIGNING 8-21.5 LS 1 9,000.00 4,000.00 65 REMOVING PAINT LINE 8-22.5 LF 470 LA.1,i0 7iobb.0° 66 REMOVING PLASTIC LINE 8-22.5 LF 15 I I•00 / (5•° 67 REMOVING PLASTIC CROSSWALK LINE 8-22.5 SF 140 S co 7 7Q.0c) 68 PLASTIC LINE 8-22.5 LF 400 7.70 3,O o.00 69 PLASTIC WIDE LINE 8-22.5 LF 140 D 46oI,23Z.° 70 PLASTIC CROSSWALK LINE 8-22.5 SF 320 I L/ 30 4 5 716•00 71 PLASTIC STOP LINE 8-22.5 LF 30 2 7 Ov (O 6 a 00 72 PLASTIC INTERSECTION BIKE LANE 8-22.5 SF 125 I S 00 I,c7 5 00 PAVEMENT MARKING 73 TEMPORARY PAVEMENT MARKING 8-23.5 LF 540 1513 I,35 0•00 TOTAL BID AMOUNT= , 6 7S L153•00 *NOTE:All applicable sales tax shall be included in the unit and lump sum bid price per section 1-07.2(1)and WAC 458-20-171. Renton School and Pedestrian Crossing No.2 Schedule of Prices Page 4 of 4 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I. by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s),firm,association or corporation has (have) not,either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call 1-800-424-9071 The U.S. Department of Transportation (USDOT)operates the above toll-free "hotline" Monday through Friday,8:00 a.m.to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion,or other fraudulent activities should use the"hotline"to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected SR DOT Form 272-0361 EF 07/2011 Renton School and Pedestrian Crossing No.2 Local Agency Non-Collusion Declaration 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Local Agency Name C , Local Agency Address loss Sow (9r,.6i J& Local Agency Subcontractor List R oh W11 /San Prepared in compliance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name Re4i+on ,SG A00 f! a.+,,lk 614..e ' ..n Cr-0 sS rrcy /Jo —2 Failure to list subcontractors with whom the bidder, if awarded the contract,will directly subcontract for performance of the work of structural steel installation, rebar installation,heating,ventilation and air conditioning, plumbing,as described in Chapter 18.106 RCW,and electrical,as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non-responsive and therefore void. Subcontractor(s)with whom the bidder will directly subcontract that are proposed to perform the work of structural steel installation, rebar installation, heating,ventilation and air conditioning, plumbing,as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below.The work to be performed is to be listed below the subcontractor(s)name. To the extent the Project includes one or more categories of work referenced in RCW 39.30.060,and no subcontractor is listed below to perform such work,the bidder certifies that the work will either(i)be performed by the bidder itself,or(ii)be performed by a lower tier subcontractor who will not contract directly with the bidder. Subcontractor Name Fri_mi e V L!'C--�7^;L Li_ EC PR Work to be performed Lint- T ., SLl, s� S7, Sg/S-9/(p 0, &I R ev,d G 3 amidoic Subcontractor Name 1.-N(}.-A Spar 0 ;1S4-t s LIL. N.S5i /2 3i3P Work to be performed LI q 7 149/ CO aL.--S �/ row-.� jz.,� -�-o t n��v de rr,iA.Ge rcrc..11 Gur3 v44d Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed Bidder's are notified that it is the opinion of the enforcement agency that PVC or metal conduit,junction boxes,etc,are considered electrical equipment and therefore considered part of electrical work,even if the installation is for future use and no wiring or electrical current is connected during the project. DOT Form 271-015LP Revised 06/2020 +de APWA-WA Division 1 Committee rev.5/13/2022 Proposal for Incorporating Recycled Materials into the Project In compliance with RCW 70A.205.700,the Bidder shall propose below,the total percent of construction aggregate and concrete materials to be incorporated into the Project that are recycled materials. Calculated percentages must be within the amounts allowed in Section 9-03.21(1)E,Table on Maximum Allowable Percent(By Weight)of Recycled Material,of the Standard Specifications. Proposed total percentage: percent. Note: Use of recycled materials is highly encouraged within the limits shown above,but does not constitute a Bidder Preference, and will not affect the determination of award, unless two or more lowest responsive Bid totals are exactly equal,in which case proposed recycling percentages will be used as a tie-breaker,per the APWA GSP in Section 1-03.1 of the Special Provisions. Regardless,the Bidder's stated proposed percentages will become a goal the Contractor should do its best to accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project,in accordance with the APWA GSP in Section 1-06.6 of the Special Provisions. Bidder: Signature of Authorized Official: Date: IV tea' Renton School and Pedstrian Crossing No.2 Proposal For Incorporating Recycled Materials 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal glit Washington State Y r Department of Transportation Contractor Certification Wage Law Compliance - Responsibility Criteria Washington State Public Works Contracts FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD I hereby certify, under penalty of perjury under the laws of the State of Washington,on behalf of the firm identified below that,to the best of my knowledge and belief,this firm has NOT been determined by a final and binding citation and notice of assessment issued by the Washington State Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully violated,as defined in RCW 49.48.082,any provision of RCW chapters 49.46,49.48,or 49.52 within three (3)years prior to the date of the Call for Bids. Bidder Name: EIAJetri)J Name of Contra idder•Print full legal entity name of firm By: r. -e't--7 Signature of authorized person Print Name of person making certifications for firm Title: / Si Q/ Place: 74u d u�� ki/,y�- Title of person signing certificate Print city and state where signed Ct Date: /L'' Form 272-009 O8i20,7 Renton School and Pedestrian Crossing No.2 Contractor Certification,Wage Law Compliance-Responsibility Criteria 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 116 CD PROPOSAL SIGNATURE PAGE By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the Bid Documents: Addendum No. Date of Receipt Addendum No. Date of Receipt 1 WI/6/Zol6 3 2 4 NOTE: A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged. The bidder is hereby advised th by signature of this proposal he/she is deemed to have acknowledged all requiremen nd signed all certificates contained herein. /�LvJ C 7 [Signature of Authorized Official]* [Business Name] e- S—&ASV a/4 4 Atilut,t-• w4 [Printed Name] [Address Line 1] [Title] [Address Line 2] 6, -AO - L95.'3 357 0770 / [Date] [Telephone Number] *NOTE: Evidence of the signatory's authority to sign the Proposal on behalf of the business entity shall be submitted with the Bid.Otherwise,the submitted Bid will be considered irregular and non-responsive and the Bid may be rejected. NOTE: The address and phone number listed above will be used for all communications regarding this proposal. Type of business entity (e.g. corporation, partnership, etc.): CO cp 0ved--/41/ State of Incorporation, or State where business entity was formed: Renton School and Pedestrian Crossing No.2 Proposal—Signature Page 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal WA State Contractor's Registration# (JJ SOX- /Yk U UBI # OCT a Industrial Insurance Account# .S1-77( eirt) Employment Security Department# _/'L f'7 '7 J CSC/ S State Excise Tax Registration # 6V u c:QQ P DUNS# N/A The Surety Company which will furnish the required Contract Bond is [Surety] [Address Line 4 gqC? CeDes--- [Telephone Number] [Address Line 2] Renton School and Pedestrian Crossing No.2 Proposal—Signature Page 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal `'t V 0x + + PROPOSAL BID BOND TO THE CITY OF RENTON ��- . KNOW ALL MEN BY THESE PRESENTS,That we, [Bidder] R.W. Scott Construction Co. of[address] 4005 West Valley Highway North, Suite A,Auburn, WA 98001 as Principal, and [Surety] Atlantic Specialty Insurance Company a corporation organized and existing under the taws of the State of New York as a surety corporation,and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as Surety, are jointly and severally held and firmly bound unto the City of Renton in the full sum of five (5) percent of the total bid amount of the proposal of said Principal for the work hereinafter described,for the payment of which,well and truly to be made, we bind ourselves and our heirs, executors, administrators and assigns, and successors and assigns,jointly and severally,firmly by these presents. The condition of the bond is such, that whereas the Principal herein is herewith submitting his/her or its sealed proposal for the following public works construction project,to wit: Renton School and Pedestrian Crossing No. 2 said bid and proposal, by reference thereto,being made a part hereof. NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be awarded to said Principal, and if said Principal shall duly make and enter into and execute said contract and shall furnish contract bond as required by the City of Renton within a period of ten (10) days from and after said award,exclusive of the day of such award,then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN THE EVENT, the Principal, following award, fails to execute an Agreement with the City of Renton in accordance with the terms of the Proposal and furnish a contract bond with Surety or Sureties approved by the City of Renton within ten (10) days from and after said award, then Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and forfeit to the City of Renton the amount of the Proposal Bid Bond,as set forth in RCW 35A.40.200 and RCW 35.23.352. This Proposal Bid Bond shall be governed and construed by the laws of the State of Washington, and venue shall be in King County, Washington. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and sealed this 23rd day of June , 20 26 Renton School and Pedestrian Crossing No.2 Proposal Bid Bond to the City of Renton 2026 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa_com - Always Verify Scal PRINCIPAL SURETY R.W. Scott Construction Co. Atlantic Specialty Insurance Company [Principal] [Surety] 110 ,,s•• [Signature of Authorized Official] [Signature of Authorize cial SGd'7 ---- Holli Lagerquist [Printed Name] [Printed Name] ./L Attorney-in-Fact [Title] [Title] June 23, 2026 June 23, 2026 [Date] [Date] Name and address of local office of Proeel Insurance Agent and/or Surety Company: 1201 Pacific Ave., Suite 1000 Tacoma,WA 98402 Telephone: 253-759-2200 Surety WAOIC# 173428 Surety NAIC# 27154 Renton School and Pedestrian Crossing No.2 Proposal Bid Bond to the City of Renton 2026 Provided to Builders Exchange of WA, inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal [intact] INSURANCE KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint: Aliceon A.Keitner,Alyssa J.Lopez,Amelia G Burrill,Annelies M.Richie,Brandon K.Bush,Carley Espiritu, Charla M.Boadle,Christopher Kinyon,Donald Percell Shanklin Jr.,Eric A.Zimmerman,Holli Lagerquist,Jacob T.Haddock,James B.Binder,Jamie L. Marques,Julie A.Craker,Justin Dean Price,Kari Michelle Motley,Katharine J.Snider,Lindsey Elaine Jorgensen,Lois F.Weathers,Michael S.Mansfield, Sarah Whitaker,Sharree Sutherland,Tamara A.Ringeisen,Travis J.Robles,each individually if there be more than one named,its true and lawful Attorney-in-Fact, to make,execute,seal and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the President,any Senior Vice President or Vice-President(each an"Authorized Officer")may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and affix the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,the Attorney-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this first day of January,2023. `ON,,,,N. I' bio tptAPONrF9�,s ice SEAL ms /-•__--r Y 1986 o By STATE OF MINNESOTA % sFt Yoc"4,43,, Sarah A.Kolar,Vice President and General Counsel HENNEPIN COUNTY i;4 On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. 1 , i" r-4;,;:. ALISON D. NASH-TROUT '_' NOTARY PUBLIC MINNESOTA % glifit- '4'. IN / i- `�%''_�.�..?i My Commission Expires ' � Z,. a.: ,Ili,`v'r°5' January 31,2030 ` Notary Public I,the undersigned,Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,and the resolutions set forth above are now in force. Signed and sealed. Dated 23rd day of June 2026. lieFr`���Y INS.,91 44'_GpPPOAgiF1 _0 SEAL mi ``—' 1086 0 --"- This Power of Attorney expires ';;ib �e YP9,4 f;$ January 31,2030 %,..1 b .. 04, Kara L.B.Barrow,Secretary Please direct bond verifications to suret,ynintactinsurance.cont y=;+,,;"HetT':,;a,% _ rsf ,.^"16d i,'AM:`air..tL.-o.,;:=r'',.. : - .tilt.. o. it ' h4 c r' r; : 3.•"I . . 4 it L ,:;. t r _ rY�: -.;;. '>.a4 tfic X et f i',# ; .F.,',,�'I' ,f r •I"k'1 Y° Fr �. '�F. s,t- 4 _ F;.1r kk;,`i "til ` tilt ¢,f "t.xs. 4.sf'S A. 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I I F r7 v �'+y ,. tTti. t ih� *1"'= �tb`�w" t . a $ F hppi 1 ,? � I a� silt., `e '•- , • v :i i A, 3 - ..0;, I lR•4.-r'., cl'' ,..•' .5 t(, s - y' t t • `. h • �� 4 n i ' 64 l a a'';.-0r -tt I cif "a' I '..-h''' a , - - ; .1 . - .. , ^ x 7 wr ?;e 1.3r ! ea. k,:, # s r k iir '�tA iI}1.:..• ~� tat� t a .. 3x �?^�' r,, ,qC ar ;.,•,�,, 2 5'.'I' .+l. ; lrt. - . , .Itl•t Fff, Y q / `\\ • ' .,'i., - w i '��� . �\ ,` - x.�Fw;t-ia_W.inr HLv:ec.' f __ -a4 ,..':ra"arc IR40 Addendum No. 1 School and Pedestrian Crossing No. 2 City of Renton Project No. CAG-26-132 Date of Issue: June 15, 2026 Bid Due Date: June 23, 2026 at 3:00 pm Date of Bid Opening: June 25, 2026 at 3:00 pm ATTENTION: ALL BIDDERS AND PLAN HOLDERS: The Bid Documents for the above-named project are modified as described below. Bidders shall take this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt of this Addendum on the Proposal - Signature Page and include a copy of this Addendum with the Proposal. A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged and a complete copy of this Addendum is not included with the Proposal. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: 1. APPENDIX B—CITY OF RENTON STANDARD PLANS ADD the following to the end of Appendix B: • 117.1, Arterial Street Decorative Luminaire Pole Detail • 117.1A, Arterial Street Small Cell Decorative Luminaire Pole Details • 117.1B, Arterial Street Small Cell Decorative Luminaire Pole Details • 117.3, Luminaire and Mounting Bracket Detail 2. PLANS REPLACE the drawing sheets listed below with the revised drawings attached to this Addendum. The drawings were revised to reflect the following: • Drawing CR-1, CR-2 and CR-3, Revise Electrical Note 1. 1. CONSTRUCT FOUNDATION AND INSTALL RRFB POLE ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL POLE TAG PER CITY OF RENTON STANDARD PLAN 139." School and Pedestrian Crossing No.2 ADDENDUM NO.1 June 15,2026 Page 1 of 2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • Drawing CR-1, CR-2 and CR-3, Revise Electrical Note 5. 5. CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL AN ARTERIAL STREET DECORATIVE LUMINAIRE STREET LIGHT POLE, WITH A 6-FOOT ARM AND LUMINAIRE PER CITY OF RENTON STANDARD PLANS 115, 117.1, 117.1A, 117.1B, 117.3, 119, 120 AND 121. CONTACT SIGNAL MAINTENANCE SHOP AT(425)430-7423 TO OBTAIN POLE NUMBERING." ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. CITY OF RENTON Chris Barnes Transportation Operations Manager School and Pedestrian Crossing No.2 ADDENDUM NO.1 June 15,2026 Page2of2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DocuSign Envelope ID:9D9B0DA8-0385-4664-AE66-57BFF1561D7F ROUND PO_E CAP ALUMINIUM SHROUD(BY MANUFACTURER) DOME STYLE LED LUMINAIRE(WATTAGE PER PLANS, TYPE 3 ES LUMINAIRE ARM LENGTH DISTREUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER (750mA OR PER PLANS,10•MAX 1 LOWER;, WITH F_AT G ASS LENS)B"CYCLONE (OR APPROVED EQUAL) DRIVER SHALL EE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STC PLAN '17.3. WIRING PER STD PLAN 119. e -I I (6)1.38"CIA. X 2"LONG SLOTTED I HOLES WITH 11/4' DIA., 4"HEX \ 1rJ l SEE cI ICn-IONS: I 2'J�" HEAD CONNECTING BOLTS AND NUTS A36 STEEL, ALL _JUINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND �1 "THE, ANY AJCHONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FAC'CRY PR'MEC AND POWDER COATED TO ((I) BASE PLATE MATCH F NISH COLOR. + . _l ALL BANDING AND ALL OTHER MOUNTING HARDWARE 15"s BOLT CRCLE SHALL MATCH FINISH COLOR. POLE BASE PLATE DE-AIL F NISH COLOR: RAL 9005Tx ',ET BLACK",OR APPRCVED EQUAL WITH PAIN'CHIP. FOUNDATION SHALL SUPPORT DECORA'lVE LUMINAIRE POLE NOTES POLE SHOWN IN STANDARD PLAN 117.1A ® ROUND TUBULAR SECTON (NO TAPER) FOUNDATION, AND ANCHOR BOLT DOME STYLE LED LUMINAIRE DETAILS PER STANDARD PLAN (WATTAGE PER FLANS,TYPE 3 IES 117.1 A I- DISTRIBUTION, 4000K CDT, 120-277V Gs UNIVERSAL DRYER(75OrnA OR = LOWER;, Will FLAT GLASS LENS)BY c) CYCLONE(OR APPROVED EQUAL) a DRIVER SHALL BE INTEGRAL-0 THE 90' 6 - FIXTURE. FOR MOUNTING ARM BETA LS I o < SEE STD PLAN 117.3. WRING PER 9 180' - E S'D PLAN 119. 4-C. 3 I o '0 LUMINAIRE ARM F o 27C' r 1: '=i I ._ e = $ •DECORATIVE ROADWAY LUMINAIRES i ARE MOUNTED AT 0' = o •DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED A'18O' I18' I § 2 •HANDHOLES ARE MOUNTED AT 160' I c ORIENTATION LOCATION zn g FOR STREET LIGHT STANDARD DECAL M NUMBERING DETAIL, FEER '0 CITY OF G a REVTON STD PLAN 121 0 km • POLE SHAFT FABRICATED FROM 6063-T4 ALUMINUM, HEAT TREATED TO T6 CONDITION m AFTER WELLING. 10'O.D. x 0.250' WALL AT x. c t5 BOTTOM OF POLE SHAFT,9.375"0.D.AT 27" 9/4" F UP FROM BUTT OF POLE. TAPERED BETWEEN o OCTAGONAL S°UT TOP�-D� z .. .JMINAIRE CONNECTIONS CAST IRON BASE x o j - WITH REMOVABLE ......... DECORATIVE BASE COVER PER ACCESS DOOR , • DETAI 'HIS SHEET F • 4' X 8'RLINFCRCED ALUMINUM HANDHOLE SC OPENING NTH 5/16'-18 HOLE FOR AIlk GROUND CONNECTOR AND FLUSH FITTING I CAST ALUM NUM ANCHOR BASE, N g ALUMINUM DOOR W/GASKET INSTALL ANCHOR BO-T COVERS --- cn (PROVIDED BY EMI. MANUFACTURER)) 6'HIGH SIDEWALK 21" .n �OR PLANTER STRIP , / DECORATIVE BASE COVER ... •'-•.:.:..-.': :-^ -•.. ._ :.... ..,.;.;•;-i ROADWAY CONCRETE FAD/SIDEWALK PER STD PLAN 120� •;•�:.-' �� SURFACE IS NOT LEVEL. INSTALL t. GROUT A' BASE OF POLE AND FOUNDATON PER STRUCTURAL ANALYSIS BASE COVER,PROVIDE 1/2'DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION �/\�Y ARTERIAL STREET STD. PLAN 117.1 *( ) PUBLIC WORKS DECORATIVE LUMINAIRE POLE• APPROVED: DEPARTMENT DETAILS Martin Pastucha 7/27/2022 I 5 LAIL Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DocuSlgn Envelope ID:9D9B0DA8-0385-4664-AE66-57BFF1561D7F • 1-SMAL CELL SHROUD BY OTHERS. SHROUD SHALL O BE SECURELY FASTENED-0 THE TOP OF POLE MA 'L A36 STEEL, PAINT SPECI=ICAi ON3 / NUTS AND BOLTS, MOUNTING DETAILS PER POLE COI I)¢" THICK F.---I MANUFACTURER. OTHERWISE PRO'IDE POLE CAP ♦♦ - BASE PLATE ALL LUM NAIRE,POLE,CAST ALUMNA 1 -I ;lilt' BASE PARTS, AND ANY ADDITIONAL , ) / I-ALUMINUM SHRCUD EQUIPMENT MOUNTED CN THE POLE I (BY 15"f BOLT CIRCLE SHA1 BE FACTORY PRIMED AND POWDER / I MANUFACTURER) a r COATED TO MATCH FINISH COLOR. / �DGME STYLE LED LUMINAIRE (WATTAGE PER (6)1.38"DIA.HOLES WITH 1 1/4" o / LUMINAIRE ARM I PLANS, TYPE 3 ES DISTRIBUTON, 4000K CCT, DIA, 4"HEX HEAD CONNECTING ALL BANDING AND ALL OTHER MOUNTING o N f 120-277V LtIVERSAL DRIVER (750iA OR BOLTS AND NUTS HARDWARE SHALL MATCH FINISH COLOR. LENGTH PER PLANS, LOWER), WITH FLAT GLASS LENS)BY CYCLONE {y 10 MAX ' (OR APPROVED EOUAL)DRIVER SHALL BE POLE BASE PLATE DETAIL FINISH CO DR. RAL 9005TX"JET BLACK", _ I INTEGRAL TO THE FIXTURE.FOR MOUNTNG ARM 3,_ OR APPROVED FYXIAL WI'H PAINT CHIP tl 1.1 PLAN DETAILS119.SEE S-ll PLAN 117.3. WING PER S'D DLD;NiAIIVE_JMINAIRL POLE NOTES IT e V �� T / ONE 2"CONDUIT, UNLESS STATED J �OTHERWISE ON THE PLANS. STLTCIJT 1' f © ROUND TUBULAR SECTION N FROM EDGE OF CONCRETE FOUNDATDA AND CONNECT TO CITY JUNCTON BOX (NO TAPER) PER STC PLAN '19�� 27 4" I ONE 2'CONDUIT, S'UBOUT I'FROM EDGE OF CONCRETE FDJNDATION, 90' 1/3 OF POLE SPACE FOR CONNECT TO CARRIER UNCTION BOX. CARRIER ORIENTED AT 90'OR TYPE 1 CR TYPE 2 JUNCTOT BOX 270'FOR LENGTH Cf POLE FOUNDATION SECTION GROUND POLEN 119OUNDAT ON PER STD 180' 0' �' CONDUITS, SEE FOUNDAPO H SECTION, s w / i ANCHOR BOLTS, `sEE ANCHOR BO_T � o ASSEMBLY DET.AL, THS SHEET l a. TOP Of CONCRETE PAD/SCEWALK-\ W t� 275 2/3 OF POLE SPACE FOR ,;, I-INTERIOR WA.11 CITY/JTUTY I POLE CHAMBER DETAIL DOME STYLE LED LUMINAIRE r c (WATTAGE PER PLANS, TYPE 3 Tn ICE DISTRIBUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER 1 s (750mA OR LOWER), WI N FLAT REBAR PER STRUCTURAL AN4L'YTIS GLASS LENS)BY CYCLONE(OR , f"—$ 0 W APPROVED EQUAL)DRIVER SHALL - BE INTEGRAL TO THE =X'UP.E. 4'-O" m FOR MOUNTING ARM DETAILS SEE _I,MINARE ARM I SI - '- S1O PLAN 117.3. WIRING PER STD s z PLAN 119. c a Q Q 11 1.1111111.11 iez In ` 6 FCM LI z = o t- o 3 2 = 90' FOR STREET LIGHT STANDARD / I1 .7 I 180'- -O' 0 W I, 3-O" ( ., DECAL NUMBERING DETAIL, I o ag g.- REFER TO CTY OF RENTON STD P_AN 111 270 FOUNDATION DETAIL E m •DECORATIVE ROADWAY LUMINAIRES 1.38"DIA.HOLE(TYP) a A595 GR. A, 55KSI, ARE MOUNTED AT 0' eA TAPERED STEEL POLE •DECORATIVE PEDESTRIAN LUM NAIRES 1" THICK STEEL PLATE = u: SHAFT, 35.15' LONG,0.209" ARE MOUNTED AT 180' ./. i o THICK,10.83' BOTTOM O.D., m •HANDHOLES ARE MOUNTED A-':80' BOLT CIRCLE PER 5.63' TOP O.D. POLE BASE PLATE ORIENTATION LOCATION -1DUA_. -HIS SHEET o If g ANCHOR BOLT TEMPLATE DC TAII 7 (2)STEEL 4"x 10"HAND m HOLE WITH COVER AND NUT TOP F L UNDAION • HOLDER WTI- FASTENERS FOR 3. GROUNDING ANCHOR BO_T TEMPLATE(TYP) 4 5 ANCHOR BOLT,4 TOTAL, 1 Ya' - " m ( Il ar DIA., STEEL F1554 OR GRADE 55 u ALUMINUM BASE COVER,SEE c STANDARD DETAIL 117.1B� Cl ( )J. V a c, 7Z r6'HIGH SIDEWALK CR PLANTER STRIP ' Y" HEX NUTS(6 REQ'D PER Ir w c. I / ANCHOR BOLT), AND a } FLAT WASHERS (6 REQ'D PER ) II jI. I ANCHOR BO_T) EWAL :ER :4•;"`:.. .i...r., > ROADWAY CONCRETE PAD/SIDEWALK'PER STD PLAN 120-j ";:r If SURFACE 'S NOT LEVEL, INSTALL GROUT AT ANCHOR BOLT ASSEIIB_Y DETAIL SEE FOUNDATION DETAIL. 'HIS SHEET. EDGE OFI-#-A.T. - BASE OF PO.E AND BASE COVER,PROWDE 1/2" FOUNDATION NOTES FOUNDATION SHALL BE LOCATED AT LEAST 5' DIA. DRAIN TUBE THROUGH GROUT 1. SONCTUBES SHALL NOT BE ALLOWED AWAY FROM CITY UTILIES UNLESS OTHERWISE 2. ALL FOUNDATION HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN APPROVED BY THE CITY ACCORDANCE WITH THE LATEST 1' DOT STANDARD SPECIFICATION POLE ELEVATION SEC1ON 9-296(5; FOUNDATION HARDWARE FOUNDATION DETAILS "(Y ARTERIAL STREET STD. PLAN — 117.1A c�, PUBLIC WORKS SMALL CELL DECORATIVE .(0 }, APPROVED: J DEPARTMENT LUMINAIRE POLE DETAILS °'"""" 7/27/2022 15:. ' Martin Pastucha N0• I , M..e.,, .. DATE Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DocuSign Envelope ID:9D9B0DA8-0385-4664-AE66-57BFF1561 D7F CARR ER SPACE HALF TO MATCH -INTERIOR WAIL PCLE CARRIER SPACE LOCATION, t'-11"DIA. REMAINING HALF SHALL BE _ C TY/UTLITY SPACE 110 90' LL FAN VENTING ASSEMBLY, 180• p &'tir ONE ON EACH BASE PIEQ - S K 1■ 270' CABINET CHAMBER DETAIL I i N ►1 !I..) ,I-n , , 1 FAN VENTING ASSEMBLY, THREE AT OCTAGONAL TWO PIECE ALUMINUM BOTTOM OF OF EACH BASE PIECE BASE ASSEMBLY A36 STEEL POLE BASE PLATE ATTACHED WITH BOLTS PER STANDARD PLAN 117 1A, 2D"DIA BASE PLATE DETAIL 1 1/2" THICK A36 STEEL CABINET (6)1 1/2" DIA. TOP PLATE,SEE CABINET TOP © •. THRU HOLES t�-�.11 PLATE DETAIL, TH!5 SHEET 4"DIA. d `� - TWO PIECE ALUMINUM BASE ASSEMBLY 15" DIA. BOLT CIRCLE 1 ■ hi 1 A36 STEEL STRUCTURA: CABINET.SEE CABINET CHAMBER CABINET TOP PLATE DETAIL DETAIL, THIS SHEE' to I n l� 20'DIA. 1 1/2" THICK A36 STEEL C.ABNET J , BOTTOM PLATE.SEE CABINET BOTTOM PLATE DETAIL,THIS SHEET 10"DIA (4) 1.38"DIA. HOLES j 15"DIA.BOLT CIRCLE 0" _ •o 1 ,II III ..� , t` / OL. BASE COVER DETAIL CABINET BOTTOM PLATE DETAIL - Y ARTERIAL STREET STD. PLAN — 117.1 B • PUBLIC WORKS DEPARTMENT SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS APPROVED: Ilk; A"""'" 7/27/2022 Martin Paatu ha N 1' DATE Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Docuign Envelope ID.9D9BODA8-0385-4664-AE66-57BFF1561D7F ,_ C DIRECT ACCESS /� POLE = TO THE SCREWS 2.-0" li.,, �i (iuuira4iRE ARM z POLE 10'-0" c'fB LENGTH) 3.5' DIA r (LUMINAIRE ARM LENGTH) i BRACKET 11 /OLE THIS SIDE 2 TANGENTs. . 45 R-- 38" LEA DS z = 4 O_— '` - - _ ___.___ AIREWAYa6 /g RG?.]WAY SCALE _` W .; '� I 44" PECESTRIAN SCALE l' _ I I f!� L 4" OD HOLE TOP VIEW H b b U - W ,, 12'-0" z - TERMINAL I M (LUMINAIRE ARM LENGTH) BLOCK � "' co t' CONNECTOR '-- 60' R 46" 1.7 o 1 1/2" POE :It n MAX OPENING 4'-0" FOR WIREWAY (LUMINAIRE ARM LENGTH) 4" CC HOLE l 2" TANGENT 5" TERMINAL BLOCK z Mil I:.S R-� N. HOUSING DETAIL 'f _ II. 7`-� mi i ALUMINUM FIN WELDED TO ARM AND POLE 3.5" DIA HOLE - CLAMP -7, IF ,"-,, -WIREWAY SHALL BE M;NIWUM 1" ID, AND MAXIMJM 1 1/2" CD. = TYPICAL FOR ALL ARMS zo.-d., r (LUMINAIRE ARM LENGTH) o in D 16' R 22" o Mil i J ROUND CAP c g ALUMINUM SHROUD "'= PIGTAIL FROM ' r �->-� (BY MANUFACTURER) - FIXTURE TO 4" OD HOLE TERMINAL BLOCK MANUFACTURER SHALL BE PROVIDED SHALL WELD SHROUD �— By MANUFACTURER ALL THE WAY _I III i- AROUND ��I�I�I FOR TERMINAL � r ----BLOCK DETAIL, SEE _ I • THIS SHEET M 8'-0" LUMINAIRE ARM W ri F (LUMINAIRE ARM LENGTH) _ LUMINAIRE TO 30' R ( 30" LUMINAIRE j3 wo�i r. * CONDUCTORS, = SEE STD a DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, r _'� PLAN 119 TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V 4" OD HOLFAL J La. UNIVERSAL DRIVER (75OmA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET NOTES. DETAILS ,. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS 2. STD PLAN 117.1/117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS 3. STD PLAN 117.2 LUMINAIRE ARM _ENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS 4. TYPE III TRAFFIC SIGNAL POLE LUM NAIRE ARV _ENGTH SHALL BE 12' OR LESS 5. POLE AND BRACKET CABLE SHALL BE 10 AWC WITH 0.D. LESS THAN 0.5 INCHES �V _� LUMINAIRE AND MOUNTING STD. PLAN— 117.3 •Il 1+ PUBLIC WORKS BRACKET DETAIL OVED: ,p. ; DEPARTMENT 7/27/2022 I 5:z Marlin Paslucha N',5Y _. DATE Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal