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Home My WebLink AboutCAG2020-137 - Change Order - #3 - Active Construction, Inc. - Willis St & 4th Ave S Roundabout - 01/13/2021Agreement Routing Form KENT For Approvals, Signatures and Records Management This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper)Wa 3 H r il o r o N o oLoc Originator: C. Frame Department: PW Engineering Date Sent: 1t22t2021 Date Required N/A Authorized to Sign: E Director or Designee E Mayor Date of Council Approval: N/A Budget Account Number: R901 I 2.641 1 0.1 20 Budget? EYes ENo Grant? EYes ENo Type: N/A co Ptg ELo5s ib,Eo EooLtrl Vendor Name: Active Construction, lnc Category: Contract Vendor Number: 2319336 Sub-Category: Change Order #3 Projecr t'tame: Willis Street and 4th Ave. S. Roundabout Project Details: Relocate luminaire 2 to provide visibility of proposed message board lnstall new luminaire 16 required for adequate light diffusion. Agreement Amount: $32, 733.64 Start Date: N/A Basis for Selection of Contractor: Bi6l Termination Date: N/A Local Business? E Yes El No* *lf meets requirements per KCC 3.70.100, please complete "Vendor Purchase-Local Exceptions" form on Cityspace. Notice required prior to disclosure? EYes EINo Contract Number: cAG2020-137 gl tra-*t = E$o=EE Gtr .9IA Date Received by City Attorney:Comments Date Routed to the Mayor's Office: Date Routed to the City CIerk's Office ad(W221/l 1 20 Visit Documents.KentWA.gov to obtain copies of all agreements KENT WasHlNGToil CHANGE ORDER NO. 3 NAME OF CONTMCTOR: CONTMCT NAME & PROJECT NUMBER: ORIGINAL CONTRACT DATE : Active ConstrucJion. Inc. ("Contractor") Willis Street and 4tl Ave. S. Roundabout May 15. 2020 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the pafties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: Relocate Luminaire 2 to provide visibility of proposed message board. Install new Luminaire 16 that is required for adequate light diffusion along SRs15. Z. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, (including applicable alternates and wssr) $4,759,759.00 Net Change by Previous Change Orders (incl. applicable WSST) $11,137.95 Current Contract Amount (incl. Previous Change Orders) $4,770,896.95 Current Change Order $32,733.64 Applicable WSST Tax on this Change Order $0.00 Revised Contract Sum $4,803,630.59 CHANGE ORDER - 1 OF 3 Original Time for ComPletion (insert date) r00 Revised Time for Completion under prior Change Orders (lnsert date) 100 Days Required (+) for this Change O rder 0 calendar days Revised Time for Completion (insert date) 100 In accordance with Sections L-04,4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and 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, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. Its Interlm Public Works Director DATE: t/ts I at (titte) CITY OF KENT: Yl UJ friu^,-^ Print Name:Chad Bieren (signature) CONTRACTOR: By Pri me: DATE: nt CHANGE ORDER - 2OF 3 ft'ttf ATTEST: t&IA Kent City Clerk APPROVED AS TO FORM: (applicable lf Mayor's signature required) Kent Law Department fln $ls fleld, you nay enter the electronic fllepath where the @ntmct has been savedJ CHANGE ORDER. 3 OF 3 FILE NO: 2OO.2KENT CHANGE ORDER WORKSHEET NO. 3 Construction Engineering Division - Public Works Project: Willis St & 4th Ave S Roundabout Project Engineer: Thomas Leyrer Capital Projects Brian Shields Manaqer: Project No.: Fed-Aid No.: Contractor: 18-3020 nla ACI Date: 01-08-2021 I. PROPOSED CHANGE Relocate proposed luminaire 2 to sta. 227+62.87,44.95'R and demo previously placed base. Install new luminaire 16 at sta. 223+45.94,44.77' R. Both per revision. This CO to cover all labor, equipment, materials required to perform this work. Luminaire 2 relocation necessary to provide visibility of proposed message board to be placed on EB shoulder. Luminaire 16 required to provide adequate light diffusion along SRs16, filling lighting void that would be created by relocation of luminaire 2. II. REASON AND BACKGROUND FOR CHANGE Luminaire 2 relocation necessary to provide visibility of proposed message board to be placed on EB shoulder. Luminaire 16 required to provide adequate light diffusion along SR516, filling lighting void that would be created by relocation of luminaire 2. IIT. METHOD OF PAYMENT NEW PAY |TEM(S)Not Applicable ChanSe Order No.FOR ACCOUNT'A'G USE ONLY Sch. No.Item Description Total Est. Qty Qty this PE Unit Unit Price Total Estimated Cost of Item VI CO3 - New and Relocated Street Luminaires 1 1 LS $32,733.64 $32,733.64 LI Independent Estimate Attached - REQUIRED !CREATE PAY ITEM ONLY - Payment to be made at a later date uoon comoletion of work X PAY THIS PAY ESTIMATE Material Submittals Required - CC: Construction Coordinator New Sub Reqrd?No DELETE EXISTING PAY ITEM 1-09.5 Not Applicable INCREASE/DECREASE TO EXISTING PAY ITEM(S) [ wot Applicable Chan(e Order No.FOR ACCOUNT'A'G USE ONLY Sch. No.B.l. No.on Qtv Unit Unit Price Gost of ltem Independent Estimate Attached - REQUIRED 1 REV. DATE:3/27h9 FILE NO: 2OO.2KENT Change Order No.FOR ACCOUNT'IVG USE OIV[Y Sch. No B.l. No.Item Description Qtv Unit Unit Price Gost of ltem n Independent Estimate Attached - REQUIRED TOTAL ESTIMATED COST OF CHANGE ORDER * xTotal of the Gost of ltem Columns THIS PAY ESTIMATE $32,733.64 IV. WORKING DAYS 733.643 Original Contract 100 Due This Ghange Orderx o Previous Total 100 DATE:DATE:*Exolanation ^/Justification Reouired: TOTAL WORKING DAYS*100 r(This Change Order + Previous Total All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. Gapital Projects Manager:Date:- lt "-t Construction Engineering Supervisor: Date: 2 Construction Manager:Date:t/rr/zt REV. DATE: 3/27/L8 FILE NO: 2OO.2KENT 3 REV. DATE: 3/27lLg Willis St. and 4th Ave. S Roundabout DATEWORKPERFORMED: TBD2020 DESCRIPTION OF WORK Purchase and Install new street light, new base, trenching conduit, conductors and demo ofold foundation eastbound Willis Street. A.C.I. PROJECT JOB # 20-014 EQUIP. NO. A.C.I. PHASE CODE TBD MANPOWER woRKrNG FOREMAN @ 1.0 0 OPERATOR @ 1.0 0 OPERATOR @ 1.00 OPERATOR @ 1.0 0 LABORER @ 1.0 0 LABORER @ 1.0 0 DESCRIPTION DESCRIPTION DESCRIPTION LABOR CLASS / RATES HOURS 0.0 0.0 0.0 0.0 0.0 0.0 MATERIALCOSTS UNIT 1.00 SERVICE COSTS UNIT SUB CONTRACTOR UNIT 1.00 $85.82 $82. I 7 $82. l7 s82.17 s64.49 $64.49 SUBTOTAL LABOR @ RATE LS @ $0.00 SUBTOTAL MATERHLS @ RATE SERVICE SUBTOTAL @ RATE LS @ $29,7s7.85 SUB CONTRACTOR SUBTOTAL @ @ @ @ @ @ @ TOTAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 EQUIPMENT DESCRIPTION / RATES EQUIPMENTDESCRIPTION HOURS @ RATE SUBTOTAL EQUIPMENT TOTAL $0.00 TOTAL $0.00 s0.00 TOTAL $0.00 TOTAI, $29,7s7.8s $29,7s7.85 MARK-UP ON LABOR 29% SUBTOTALLABOR MARK-UP ON EQUIPMENT 2IO/O SUBTOTAL EQUIPMENT TAX ON MATERIALS (N/A ON WATER & SEWER) 0.00o/o MARI(-UP ON MATERIALS 2'OA SUBTOTAL MATERIALS MARK-UP ON SERVICE COST 2IO/O SUBTOTAL SERVICE COST 12 % MARK-UP ON SUB-CONTRACTOR COST (>S25,000 = 10%) t\o/o SUBTOTAL SUB.CONTRACTOR COST $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 s0.00 $0.00 $2,97s.79 s32,733.64 GRAND rOrAL 532,733,64 %A tttcTRtc Phone {2$31 383-5022 Fax (2S3| 272-62ltt Change Order Request {)t L\{. (}il \, l\t 4696 - Willis Street & 4th Ave S. Roundabout COR Subject: additional lighting and relocating EB Willis To Jim Holland ACt 5110 River Road East Tacoma, WA 98443 253-248-1090 253-248-1093 (FAX) Contract No: COR Number: COR Revision Number: COR Date: Work Type: Days Valid: 18-3020 4696-7 0 12t16t2020 Price / Do Not Proceed 5 Return To Fred Duke Totem Electric of Tacoma lnc 2332 Jefferson Ave Tacoma, WA 98402 253-722-2840 253-272-5214 (FAX) fd u ke@totemelectric.com Details Description Cosl tRate otv I Hrs Workerc Elrt demo 1 base, 3 conduit intercept rEVS $82.30 22.00 Hrs 4.00 $7242.40 avg. per hour crew rate FPS 2 foundations $82.30 14.00 Hrs 4.00 $4608.80 avg. per hour crew rate install 1 added pole & 4 lights $82.30 4.00 Hrs 4.00 $1316.80 avg. per hour crew rate T340 - 2019 Bucket Truck $40.00 20.00 $800.00 T238 - 2016 Utility Truck $20.00 20.00 $400.00 T318 - 2018 Kenworth Crane $88.00 4.00 $352.00 T628 - 2006 Backhoe $32.00 8.00 $256.00 T645 - 2018 Deere Excavator $32.00 16.00 $512.00 T723 - 1989 Equipment Trailer $10.00 8.00 $80.00 Graybar quote + 1 set anchor bolts $6,387.00 1.00 LUMP SUM $6387.00 see quote and email misc.conduit, fittings, j-boxes, etc:$500.00 1.00 LUMP SUM $500.00 Concrete $750.00 1.00 LUMP SUM $750.00 3 CY + short load conductors splice kits, heat shrink $300.00 1.00 LUMP SUM $300.00 Breakout Labor: Overhead Percent @ 31%: Equipment: Overhead Percent @ 21%: Material: Overhead Percent @ 21%: $13,168.00 $4,082.08 $2,400.00 $504.00 $7,937.00 $1,666.77 Total: $29,757.85 Reservation of Rights This COR does not include any amount for impacts such as interference, disruptions, rescheduling, changes in the sequence of work, delays and/or associated acceleration. We expressly reserve the right to submit our request for any of these items. Signed By:?+ fre*Dated: 1211612020 Fred Duke Project Manager Date: Nov 16, 2020 Project Location Quote To: QTY Type -1 Quote: TAWA20-5196-2 For Bid Date Nov 16Expires Dec 16 Quote Page 112o GrqtAmR, worKs to your advantage WLLIS STREET & 4TH AV S E.QUNAAF_OUT . DRAFT REVISIOruS.SHEETS 22 & 23 KENT WA TAWA20-5196-2 Phone: (253) 779-3600 Fax: (253) 779-3605 From: Aaron Null Quoter Ph: (253) 779-3G94 email: aaron. null@graybar.com Totem Electric 2332 S Jefferson Tacoma WA 98402-1405 2420 2A20 Part DELETION FROM ORIGIONAL ORDER AEL ATBM.P4O-MVOLT.R3-N L-P7-RFD3 1 4769 FED STD 2600B Line Note: (4) RqOUIRED pER ORtctNAL SCHEDULE VS (13) pER REVISED SCHEDULE ExtPrice ($417.00) $495.00 $1,119.00 $4,740.00 I $5,937.00t t3 87 0o ADDITIONS AEL ATBM-P7O-MVOLT-R3-N L-P7-RFD31 4769 FED sTD 26008 LTG FIXT#12 AEL ATBM-P1 O-MVOLT.R3.NL.P7-RFD3 1 4769 FED sTD 26008 LTG FIXT #14,15,17 COK ALUM 4O'MH LTG POLE W 1O'BOLT ON LA, 4 BOLT BASE W BREAKAWAY CPLGS LTG POLE #16 Total Notes: NO MOUNTING OR HANGING HARDWARE INCLUDED UNLESS NOTED QUOTED BOM IS OUR BEST INTERPRETATION OF THE AVAILABLE PLANS AND IS UP TOTHE CONTRACTOR TO VERIFY ALL MATERIAL, COUNTS, VOLTAGES, FINISHES AND DIMENSIONS FACTORIES TO CONFIRM LEAD TIME OF MATERIAL AFTER RETURN OF APPROVED SUBMITTALS - ESTIMATED UP TO 17-19 WEEKS AFTER APPROVAL & RELEASE OFORDER AND SUBJECT TO CHANGE BASED ON CURRENT FACTORY SCHEDULE ATTIME OF RELEASE ESTIMATED 1-3 WEEK TRANSIT TIME AFTER MATERIAL SHIPMENT FROM FACTORY FACTORIES TO CONFIRM LEAD TIME FOR SUBMITTALS AT TIME OF ORDER SIGNED APPROVED SUBMITTALS REQUIRED FOR ANY MATERIAL TO BE RELEASEDFOR MANUFACTURING QUOTING STANDARD FACTORY WARRANTIES UNLESS NOTED OTHERWISE PRICING DOES NOT INCLUDE SALES TAX ANY CHANGES TO QUOTED BOM OR QryS WILL VOID THIS QUOTATION J 1 Aaron Null Page 112 12t10t2020 Totem Electric Mail - RE: PO 4696-1(TE*,n ) ELECTRIc Duke, Fred <fduke@totemelectric.com> RE: PO 4696-1 1 message Joshua Habersetzer <Jos h ua. Habersetzer@graybar.com > To: "Duke, Fred" <fduke@totemelectric.com>, Aaron Null <Aaron.Null@graybar.com> Cc: Jane Romito <jromito@totemelectric.com> Thu, Dec 10,2020 at 1:58 PM I will get another set added to the order. That will be an adder of $450 Joshua E. Haberseker I Project Specialist Tacoma, WA I Office (253) 779-3631 From: Duke, Fred [mailto:fd u ke@totemelectric.com] Sent: Thursday, December t0,2A2O 1:33 pM To: Aaron N ull <Aaron.Null@graybar.com> Cc: Joshua Habersetzer <Joshua.Habersetzer@graybar.com>; Jane Romito <jromito@totemelectric.com> Subject: Re: PO 4696-1, Aaron, street light, same as we just ordered. on Thu, Dec 10, 2a20 al ll:37 AM Aaron Null<Aaron.Null@graybar.com> wrote: ls it a street lighting pole being relocated or a ped lighting pole? Aaron D, Null I Account Manager Tacoma, WA I Office (253j779-3634 www.graybar.com From: Duke, Fred [mailto:fd u ke@totemelectric.com] Sent: Thursday, Decembe r LO,2O2O Ll:t4 AM To: Joshua Habersetzer <Joshua.Habersetzer@graybar.com>; Aaron Null <Aaron.Null@graybar.conr> Cc: Jane Romito <jromito@totemelectric.com> Subject: PO 4696-1 All' while we indeed added a pole, arm, fixture, etc. to the above PO - we are also relocating a pole to a new foundation. Therefore, we will require an additional set of anchor bolts from you and an additional rebar cage from Allyandlor Jane. Please revise PO again accordingly, if required. Thank you https://mail.google.com/maillu/0?ik=fg91ef5ce7&view=pt&search=all&permthid=thread-a%3A r431g731g52646204782%7cmsg-f%3A1685730107888..1t2 Shields, Brian From: Sent: To: Cc: Subject: Attachments: Leyrer, Thomas Friday, October L6,2020 3:38 PM Shields, Brian Hawkes, Derek; Moore, Jim 4th & Willis - Draft Illumination Plan Revisions roundabout lum.pdf; Draft Revision Sheets 22 8L 23 - 4th & Willis 20201016.pdf Hi Brian, TSI ran the photometric model again with the P40 fixtures that the Contractor submitted (please see attached submittal). TSI is recommending that we revise three fixtures from P40 to P10 (Luminaires 14, 15, and 17) and revise one fixture from P40 to P70 (Luminaire 12) for more uniform lighting. Luminaires 14 & L7 are existing luminaires on the south side of Willis just west of 3'd Ave. Before we finalize this lighting plan revision (which also includes the pedestrian luminaire changes that KPG already sent separately for ped lights #1 & #tt), can you please ask the Contractor if P10 fixtures can be installed on existing luminaires 14 & 17? The revision will relocate Luminaire #2 and add Luminaire # 16 to allow for the message board south of Willis. Can you please also find out what the lead time is for the P10 and P70 fixtures? Thank you, Thomas Thomas Leyrer, P.E. Engineer III Design Engineering I Public Works Department 400 West Gowe Street, Kent, WA 98032 Phone 253-856-5562 tlevrer@kentwa.oov CITY OF KENT, WASHINGTON KentWA.qov Facebook I t'viti:i.rg YouTube PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E.MAIL 1 STREET LUMINAIRE TABLE STAl'ION OFFSET CIRCUIT FIXTURE 1 225+31.11 42.52'R 1 P40 2 227+42.47 44.95'R 1 P40 5 229+09.58 47.7A' R 1 P40 4 230+77.23 s2.93'R 1 P40 5 232+20,72 85.89'R 1 P40 6 255+54.38 84.64'R 1 P40 7 253+75.16 162.60'R 1 P40 8 253+54.65 /+6.03' L 2 P40 I 232+9+.47 88.64' L 2 P40 10 232+43.71 175.30'L 2 P40 11 252+06.83 92.83'L 2 P40 12 230+67,51 53.01'L 2 P70 1J 229+23.35 43.67'L 2 P40 14*234+76.4O 60.99'R 1 P10 15 234+64,96 34.07' L 2 P10 16 226+4A.94 44.77' R 1 P/+0 17*235+90.05 46.49'R 1 P10 PEDESTRIAN LIGHTING TABLE No.o STATION OFFSET CIRCUIT '|231+30,E2 61.26' R 2 251+81.60 103.51'R 3 234+26.12 70.96'R 4 2J5+51.60 4+.+7' L 2 5 235+01.56 42.00'L 2 6 234+42.81 54,21' t 2 7 235+96,52 92.58'L 2 I 233+48.85 128.A2'L 2 I 232+95.66 150.36'L 2 10 231+86.05 135.10'L 2 1l 231+42,21 110.13'L 2 * = EXIS'IING LUMINAIRE o'S. NOTE: ALL LUMINAIRES SHALL HAVE A MOUNNNG oF 40' 6 lrl IFn I EX|ST|NG R,/W I I I -J il SEE NOTE 5 TI{IS SHEET LUMINAIRE SEE NOIE 3 THIS SHEETTO REMAIN l.ll I -- irr) sTA 227+99.99, 47.21'SEE NO]E 5 TTIIS SHEET2s.06 L @ 46.0s, 13.04 L 166'io-'l wrLLrs sr (sR sl6)SEE NOTE 3 ]HIS SHEET r)N lrllrl o lrllrlo r6d 5r ii[t?E,'NOTE J SEE NO]E 5 IHIS SHEETfiIS SHEET SEE NOTE 5 ]HIS SHEETCoNNECT rO ExtsnNc r6Ti6'l SEE NO]E 5 ]HIS SHEET SEE NOTE 5 S SHEET Ex-rs-n-nc-F-1il---1 r-- I EXISTING NO1E 3 THIS SHEET I __J -r] *= WTH GROUND LEGEND X TY"E 1 .iJNCIION BOx - SID. PLAN F'+O'10-0+ Z TYPE 2.IJNCIION BOX - SID. PLAN J-.IO.1O-04 x T!?E I .IJNCTON BOX - SrD. PLAN ,J-/+0.30-O'+ O lRRloATlOi.l CotrllRoLIER - sEE SHEET lR0o2 A *r. RUN NuilBER @ srneri umrNArRE NuMB* @ r'oesr.'^ LrrurNArRE N'MBER NOTES 1. CONDUITS INSTALLED FOR RAPID FLASHING BEACONS. SEE SHEETS FBO,I-FBO3 FOR WRE NO1ES AND ADDITIONAL DETAILS. 2, CONDUITS INSTALLED FOR SITE ELEMENTS (AND ACCENT L|GHTING, ETC.). SEE SHEETS SE001-SE006 FOR IYIRE NO'IES AND ADDITIONAL DETAILS. J. CONDUITS INSTALLED FOR ROADWAY AND PEDESTRIAN ILLUMINATION SYSTEM. SEE WRE NOTES THIS SHEET. 4. CONDUITS INSTALLED FOR 'DO NOT BLOCK CIRCLE" WARNING S\€TEM. SEE SHEET SGO1 FOR WRE NO1ES AND ADDITIONAL DETAILS. 5. CONDUIT INSTALLED FOR FUTURE MESSAGE BOARDS' INSTALL P7O THIS SHEET NOTE 5 SEE NO1E 4 fiIS SHEET NO1E 5 SHEET sTA 229+43.79, 2.22' 228+00.00, 46.52'R L':::: tj - -eP Ep-_- l66d51 NOTE 5 THIS SHEET SEE NOTE 4 THIS SHEET 16oo-51 WIRING SCHEDULE RUN No.A CONDUIT SIZE |LLUM./POTVER #8t 1 2 2 2 J 3-SPARE w,/ PULL ROPE RO DH 22 or 21aAgtZ.1'=2O' VEn;: NA_ .80 illllr coNsl 1 LIGHlINC RIVSIONS .1N,4 ca/2o FILE \O. Wlu-ls STREET AND ,+TH AVE S. ROUNDABOUT City of Kent Engineering Division Public Works ITI.UMINATION PLANAIJUS'I SCALES o' BAR ]S ONE INCH CN ORICINAL DRAWNG CIIY tNG NTERNO.RTV SION c: \Design 1\DWG\]8 302011!UVlNAIlON.dwg 1 6/2o2c 3:2't PM1a 302C WLLIS AND zr,l FCl! 1__'-I J SEE NOTE J DIIS SHEET dd LEGEND X TYPE I {jNCT|oN gox - SlD. PLAN J-,+0.10-0/r Z TYPE 2JUNCIION BOx - SID. PLAN ,r-,+0.10-04 il TYPE I JUNCIoI{ BOX - SID. PL N ,l-,to.l0-O'+ O IRRIOA1ION CONlRruER - S€E SHEEI IROO2 /X\ YIIRE RUN NUMBER @ srnrer LuMTNATRE NUMBER ,A "-rar",* LUMTNATRE NUMBER NOTES 1, CONDUITS INSTAI.IED FOR RAPID FLASHING BEACONS, SEE SHEETS FBO1-FBO5 FOR WRE NO'IES AND ADDITIONAL DETAILS. 2, CoNDUITS INSTALLED FOR SI.TE ELEMENTS (AND ACCENT LTGHTING. ETC.). SEE SHEETS SE001-SE0O6 FOR WRE NOTES AND ADDI]IONAL DETAILS. J. CONDUITS INSTALLED FOR ROADWAY AND PEDESTRIAN ILLUMINANON SYSTEM. SEE WRE NO'IES SHEET 22. 4. CONDUITS INSTALLED FOR "DO NOT BLOCK CIRCLE, WARNING SYSTEM. SEE SHEET SGOI FOR WRE NOIES AND ADDITIONAL DETAILS. 5. CONDUIT INSTALLED FOR FU1URE MESSAGE BOARDS. d? NOIE 3 I. I W. WILLIS ST SEE NOTE 3 THIS SHEET SEE NOTE 5 THIS SHEET x2 W. SAAR ST IRRIGATION CONTROLLER SEE SHEET IROO2 F+ 5SEE SHEET sDcB #3, TfPE 2, SEE NOTE 5 THIS SHEET EXISTING SERVICE CABINET SEE NOTE 1 IHIS SHEET r I I SEE NOTE J ]HIS SHEET I SEE NOTE 4 THIS SHEET SEE NO1E 2 ITIIS SHEET INSTALL 2-2" SPARE CONDUITS TO ISLAND SEE NO1E 3 IHIS SHEET SEE NOTE 3fiIS SHEETNN lrl LJ o lrltdo -----JEXISTING R/W SEE NO]E 5 SEE NOTE 3 SHEET SEE NO]E 5 THIS SHEET ar) ul oEio NOTE J SHEET {, o SEE NOTE 3 THIS SHEET SEE NOTE 1.IHIS SHEET SEE NO'IE 1 THIS SHEET - *R. EP,-EP M I,I SEE NOTE JfiIS SHEET o -R PEDESTRIAN LIGHTING SEE SHEET SEE NOTE SEEnrs I SHEET SEE NOTE 3 SEE NoTE ,l THIS SHEET SEE NOIE 3 TI.IIS SHEET 166'-oE SEE NO1E 4fiIS SHEET SEE NOTE 2 TIIIS SHEET SEE NO1E 1 THIS SHEET '' INSTALL P1O I Y St SEE NOTE SHEET SEE NOTE 4 THIS SHEET :,r1 ! EI!_sING_V!___ I INSTALL 2-2, SPARE CONDUITS TO ISLAND / 't I - --{- SEE NOIE 1 SEE NO'IE 4 TTIIS SHEET I., THIS SHEET SEE NOTE 2 SEE NOTE 1 THIS SHEETSEE NOIE 4fiIS SHEET 232+&# SEE NO]E J THIS SHEETSEE NOTE 1 THIS SHEET SEE NOTE 3 THIS SHEET SEE NOTE J.THIS SHEET fiIS SHEET SEE NOTE 5 1HIS SHEET SEE NO'IE 3 IIIIS SHEET l/ tt NOTE 4 SHEET SEE NOTE 3 THIS SHEET THE EXISTING LUMINAIRE #14 SHALL REMAIN. REMOVE ]HE EXISTING O\ERHEAD CONDUCTOR BETIIIIEEN LUMINAIRE #14 AND lHE LUMINAIRE ATfiE SE CORNER OF 5RD AVE. S, AND IIILUS STREET. NEW CONDUIT AND CONDUCTOR SHALL BE INSTALLED AND CONNEC1ED TO THE EXISTING LUMINAIRE AS PART OF BID ITEM NO. 6005 INSTALL P1O INSTALL P1O v I ('i RO DH sril-t 23 oF 21 uonz, !=N wnr' NAlL.PRO.JFCT ENCR: ILliIGHIINC R.ViS]ONS .iM aB/2a FII F NO. Wlu-ls STREET AND ,+TH AVE S. ROUNDABOUT c" BAR rS oNE rNCH ON ORigINA! DRAWNC AIJUSI SCALES ACCORDIN6LY City of Kent Public Works Department Engineering Division ITJ.UTIINATION PI.AN NO.RL-VIS ON BY DATF APPROVTD: 4rts ROITNDABOUI\D\!G\18 302ClLLUl/lNiT:ON.dlv9c:in 3024 3tr4 "V NHANCF NPNFP. NFIT UFSSANF ROAPNq PN 16 lR lrd OESIGNED:CHECKED:KENT PROJECT NO. 1E-3020 SCALE: HORIZ: - VERT: 8AR IS ONE INCH ON ORIGINAL DRAWNG City of Kent Public Works Department Engineering Division ADJUST SCALES ACCORDINCLY o' 1' SITE ELEMENT DETAILS CHANGE ORDER BID SUBMITTAL WILLIS STREET AND 4TH AVE S ROUNDABOUT SEOOT PROJECT ENCR:coNsT. y2yl R11/SHEET OF APPRowo: /tl^ , tr -_CITY ENCINEER oerc 1-e-L F|LE NO. 19029ANO,RFVISION BY DATE il. i.t i.t ,x+E EE 1'-4' e. SEAM SGN EN\iELOPE AREA TYP 5'-0'AREA B CO'ICREIE CAP, lI\iEL STONE IENEER FACING SCRATCH COAT AT TOP OF WALL 8,f x a,f FAN COV€RS, T.lP o{vE_oPE 2E7U 369U 1797 CW (DfiAUST -AREA A FOUNDATIO'I, READER I.EVEL AND PLUUB cABTNET (rNSrDE)JotNl TY? $yi BtAO( KEN ff REBAR O 12' 0C HORIZONTAL EAC}I FACE REBAR O 12" OC WASHTNGToN EACH FACE BACK SIDE VIElv ELEVATION = =o -t STONE VENEER FACING, TYP MNYL GRAPHIC AND LETIERS *12'-3')I, TO 1. IHICK MORTAR SETIING BED q 0F stct{, cAP At'lD FOUNDATIO{ 11'-0'VEilEER FAONG == N PRECAST COI{CREIE CAP (6 TOTAL SIRAIGHT UNITs) ROUGHB'IED KEI 0R /+' SURFACE t'DtA. x21:SLOPE AWAY i3U II aU l ENVELOPE ANO{OR BOLTS FROTtfi gDE q oF srct.r 4!p FOUNDA]IOI{ RIG}IT SIDE o -tn w/ vi PLA]ES 1HICK WAS}IER AT EACH END PRECAST CONCREIE cAP (1 I0TAL CoRNER uNrrs) = = @ f4 REBAR O 12' 0C 1RANSVERSE REBAR HORIZO'ITAL INSET SEATI AREA READR REFERO'ICE POINT Fffi #5 REBAR VERT|CAL (5) '+ REBAR LONG REFERS.ICE POINT FOR IRO{T SIDE PLAN i9'-11' CABINET INSTAIIAIION .qnd 'cs8c lNSTA|.IAI|0lrl sEcTtoN c-c' COTIPACIED SUBGRADE Q oF srcr{, cAP AND FOIJNDAIIOIi SECIION A-A' q OF SIGN AND gGN B.IVTLOPE 5'-0'FOUNDATION INSET SEATI ADHESVE BAO(E) NON-REruCTIVT, VINYT GRAPHICS AND I,ITIERS AREA t0'READER 1HICK gGN EilVELOPE, I.IVTL CABINET PI"UTIB ETIVELoPE AREA B EICIRONIC READER SGN ENIELOPE E.ECIRONIC READER CABINET CABINET, I,I!E- AND PLUMB AREA I @{{ POIIER CHORD o -to+EQUAL SIUCO{E STALANT BEIIYETN BASE PLATE At{D sGN EI,IIELoPE FoR WAIER]IGIIT SEAL PRECAST COi'ICRETE CAP T@ OF FOI,,NDAIIOI{ E.EVATIO'I INSET SEAM CONCRE1E CAP PRECAST COI{CREIE CAP (2 coRNER uNrT PrEcEs) @ -l 1HICK BASE PLATE, IHREAD AND SIZE TO RT HOTES TO RECBTJE Jf, DlA. x /r' LS,,lGlH TAMPER RESSTNT SS SCREWS AT 12' 0C TOP OF CO{CRETE FOUNDATIO{ II}IIIE EDGE UNE OF ROADIYAY i=eEa IENEER FACING LANE STONE VTTEER FAONG GRADE (r4) 1' DrA. x 2t' EilBouE{T ANCHoR B0{-TS W/ l+'THtCt( IVAS}IER PLAITS AT EACH EI{D RIGHT SIDE VIEW EI.IVATION MESSAGE BOARD SIGN DETAIL Q. or else IYALL L FouNDAlloN J I l. I I@ I l. I .l I I .l I l.6. TTP a {-6' IJN 3r q oF FouNDAnoir e }.' l-?l- EQUAL tE9' 1E-0'MtN. -==-i-tr FRONT SIDE VIEW EITVATION Nrs GRAOE SECTION B-B'CONDUIT o sE008CHECKEO: 1 8-3020 OFSHEETCONSTREVIEW HORIZ: - PRO.IFCT ENCR:SITE ELEMENT DETAILS CHANGE ORDER BID SUBMITTAL WILLIS STREET AND 4TH AVE S ROUNDABOUT FiLE NO. 190294NO.CITY ENGINEER BAR IS ONE INCH ON AOJUST SCALES ACCORDINGLY o't' City of Kent Public Works Department Engineering Division CONCREIE FOTJNDAIIO'I. MAIERIAL 4000 PSl, /r" MAXIMUM SIZE AGGREGAIE. AIR - 6Z *l AIR. IVAIER,/CilB',IT = 0.+5 SIGN E{IELOPE. MATERIAL CONSST 0F BOXfl) OuT SlGl{ EN!El0PE 0F ALUMINUM GRADE 6061-Tb CONFORIIING IO ASIU B2O9. PAINT: AII ALUMINU)I COIPO|{E{TS 9EclRED HEREN T0 BE PO||DER CoAIED SHAII BE FACTORY PRIME' AND POSDER COATED IN ACCORDANCE SIIH IHE MANUFACTURTR,S RECOiTMO{DATIOI{S AND 2O2O IISDOT STANDARD SPECIFICATIONS.. STATNT.ESS STEL BOLTS AND FASIENERS SltAu- CoNF0RM T0 ASII' F593-02 (200E) STNDARD SPECIRCATION FOR STAINI.ESS SIEEL BOLTS, HEX CAP, AND STUDS. ATL ITETAL BOLTS, STUDS, IHREADTJ SCREITS, IHREADED S,IEVTS, BRACKETS AND OfiER ATTACHMEI{TS FASIENED TO IHE METAL ANGIIS, SHALL BE I'ADE OF A RECOGNIZED CORROSIOI'I RESSTANT I'ETAL $JCH AS STAINIISS SIEEL TY?E 304 OR EQUIVAI..EI{T.. RTTINGS AND FAS]ENERS gJAII- BE COT{PAIIBI.I YilTH PARTS BEING JOINID, DO NOT USE MATERIALS IHAT YilLL BE CORROSVE OR INCOilPANBI.I ITIIH lHE MATERIALS BEING FASTO{ED; D0 NOT UTIUZE POP RlvETS, SHEET METAL SCREIVS, ADHESIIES 0R CAST RTlINGS.. ADHESVI BACKED NON-REn"ECTIIE VN}t GRAPHICS AND LENERS SHALT BE FOR ENERIOR APPUCATION, SN T-SIDE MOUNTED, PRESSURE SB'ISIIIVE. POS]'IONED AT ZERO-DEGREE APPUCAIION ANGI.E AT +4T MINIMUM (AIR AND $JBSIRAIE) PER ITANUFAC]URER'S RECOMMS{DATIOI{S.. EI.TCTRONIC GRAPHIC RIE OF VNYL GRAPHICS AND I.ETIER IIIIH COLORS STIALL BE PROVIDD BY ENGINTER UPON CONIRACTOR,S REQUEST.. PAINT COLORS: - $GN ENIELOPE AREA A: 'BLUE'PANT0NE 2E7U - $GN ENIELOPE AREA B: 'GREY ALUMINUM' RAL 9007 PER META|.IIC PO||DER COAT PAINT SYSTEM HERE.. SEAM INSET AREA: 'GRffN' PANToNE 369U. SIJBIIITTAIS: - C0NIRACT0R T0 SuBlllT 12'xl2'SAIIPLE 0F A[ PAINT COLORS llllH ANTI-GRAffiTI COATING FOR ENGINEER'S APPROVAL PRIOR TO FABRICATION.o CO{IRACT0R S}IALL SUBMIT CATAL0G CUT SHEETS 0F VNYI- MEIAL MAIERIALS, FASTENING LOCAIIO{S AND INSTAIIATION OF ITESSACE BOARD SGNS PRIOR TO FAERICAIION, FOR B{GINEER'S APPROVAL. lHE CON1RACTOR SHALL NOT USE PAINT OR INK IHAT TILL FADE, DISCOLOR, OR DELAIIINAIE AS A RESULT OF PROXMITY TO ULIRAVIOI..ET UG}IT SOIJRCE OR HEAT.. PAINT FOR SHOP COAIING AND FIBI) TOUCH-UP OF DISSIMILAR MEIAL CONNECTING MEMBERS, INCLUDING ANCHORS AND CUPS, SHAII BE AI.J(AU-RESISTANT, EruMINOUS PAINT.. INKS AND PAINTS SHALL BE EVINLY APPUED AND HIHOIJT PINHOI'IS, SCRATCHES, ORANGI PTEING, GOUGES, AIR BUBBI.ES, APPUCATION TIARKS AND DUST PARIICLES.. METtrLllC P0IYDER C0AT PAINT SYSIEM SIIALL CO|{SIST 0F IHE FOIOilING COIPOI'IB{TS IIIIH HARMI.ESS ADOIIVES:.. ALUMINUM HYOROXIDE - 10-257.. TdC - T, X; R 6-23/2s-11-43-18/22-52/53,2.5-102 - TITANIUM D|OXOE - 2.Fl0z - TIN D|OX|DE - Xh R 37< 0.ll. METAI.JIC POIIDER COAT PAINT SYSIB' SIIALL HAVE IHE FOTLOIIING CHARACIERISTICS: - 1H|CKNESS2.5-3.5 MILS, GL0SS Asllt Ds23 - VI$JAL AT 60'.. SPEC|RC GRAVm.57 G/CMr - CURING C0ND|T|0{S l0MlN O 392' F/ 20o' C - IMPRESS0N HARDNESS ASIU BJJ65 - 95* IMPACT 1EST ASil{ D2794-80 LBt{N - Ptl{ClL HARDNESS ASIII D3363 -2H (MlN.) - CROSS HATCH ADHESI0N TAPE IEST ASII/ D-5359 - ttElHOD B.. SALT SPRAY RESISTANCE ]EST ASI}T B I17 - HUMIDITY RESSTANCE IEST ASIII D 2247 ANII-GRAFFITI COATING. ANTI-GRAFR]'I COATING STIAII BE APPIIED ON AI.I EXPOSfD METAL SURFACES.. ANll-GRAFFlll COATING SIIALL BE A SINGLE COilPONEtlT, POLYUREIIIANE-BASED, NO{-SACRINCIAL CI.IAR COATING, EASY TO CI.IN, HIGIILY RESSTANT TO VIEAIHER AND CORROSIOI{, EXCT11IXT FLOW AND $JITABI.T FOR EXIERIOR APPUCATIONS. IEST RESULTS FOR ANII-GRAMI COATING SHATL BE lHE FOIOIIING:. SFECIFIC GRAVITY: I.2-1,6 G/CMJ DEPO'IDING ON PIGMEI,ITATION PER AS1TI 0792 - Fll.ll IHICKNESS: 2.5-3.5 MILS.. GLOSS: EF95 PER ASIII 523 AT 60'ANGIE... CROSS CUT TAPE IEST: 58 PER ASIII D3359 lrEIH0D B. IT'NDREL BENDING IEST: <1,/E INCfiES (3 IIII) PER ASII' D522 - IMPACT ]EST E0 lN,/tB: N0 APPEARNCE 0F CRAO(S DOlril T0 lHE SUBSTRAIE PER Asllt 02794 - PtllClL HARDNESS: +l MINIMUM PER ASTII D3363.. HUMIDITY RE9ST NCE 500 HoURS: MA)(IMUII UNDERCUTING l/52 INCHES (1 MM). N0 BUSIERING, PtR ASI}' 02247 - SALT SPRAY RESISTANCE 500 HoURS: ltAXllrUM UNDERCUTING 1/52 INCHES 0 MM) PER ASIII BI17 ETEC1RONIC READER CABINET. MNUFACTRER: SIEWART SGN COMPANY, P0LARIS EXP 20tlM 18x112, 0R APPR0VED EOUAL. MAIEiIAL: ALUMINUM LID BICIR0NIC READER CABINET, SINO-E-SIDED. OTJTDOOR RAIED UL USTED & ENERGY IERIRED . REAR VTNIILAIIOI'I. SZE: -7'-7' lllDE X -J'-5' HBGHT . C0L0R: BLUE . 20il1, 4sx112 PtxEL MATRTX FULL C0L0R r.rD DTSPLAY (5 r,rDS PER PIXEL) . FYEAR MINIMUM tIT PARTS WARRANTY. HREI.ESS COTMUNICAIIOI'I ITEIHOD INCLUDING UFTNME IIRBISS DATA PLAN AND SGI,I COIIMAND CLOUD-BASED SOFTWARE. ORqjIT ONE 20 AMP CIRCUIT AT I2O VOLTS, MAX DRAW 7.3.. MOUN]ING MEIHOOS INCLUDING V{AII BRACKEIS. MINIMUT4 IIIND LOAD RATING: 120 MPH, EXPOSIJRE B. QUAIITY ASSURANCE: EI.ICIRONIC READER CABINET ilANUFACIURER SHALL HAVE tllNlMult OF 10 COTINNUOUS Y€ARS OF DOCUMENIE! EXPERIENCE IN RIIAIED IYORK . gJBlllTTAl- PR0VIDE PRODUCT CATAL0G CUT SHEET FOR ENSNEER'S APPROVAL PRIOR T0 lNsTAl.lAIr0N. COORDINA1E B.ECIROI.IIC READER CABINET 1RANSPORT TO SIGN FABRICATOR'S SHOP FOR INCORPORATION SToNE IiENEER FAoNG. MNUFACruRER: B- DORADO, llOuNTAlN I..EDGE SERRA, 0R APPRoIED EQUAL. MATERIAL: UGHTIEGHT AGGREGAIE PER ASIU CJJ, C330 & CJJI, PORILAND CEMtxT ASIU PTR ASITI CIsO & ACI 318, MINERAL OXDE PIOMEJ{N PER ASIV C979 . $ZE: 2' T0 d HEIGHT x 4' T0 18' IENGIHS x 1' T0 l,f lHlCK, FACE AND C0RNER PIECES AVAITABI,I C0L0R: EARIH T0l{E COLORS llllH WARM GRAY, BEIGE AND BR0ll}l UL REGISIERED - MINERAL COTIPOSTION UNITS FREEZE-IHAV{ DURABIUTY: <1.5U IIEICHT LOSS O 50 CYOIS PASSED PER ASIU C1670 SHEAR BOND (ADHES|Oi{): > 50 P$ SHEAR BO{D SIRB,IGIH PER ASII{ C1670 ABS0RPTI0N: ICC-ES ACCPTANCE CRITERIA 51 PER Asltt C110 AND ASTI C1670 SATURAToN Da{SITY - VIEGH PER sF: d5 |.8S/SF, SAIURAIED PER AsIl, c1670 IHERMAL RESTSTANCE: R VALUE 0.62 (n2-F-HR) Bru O 1.s' IH|CKNESS PER ASIII Cl77 CoITPRESSIVE SIRENGIH: >2100 PS PER ASIII C1670 lllND L0AD IESIING: 150tlPH lltND SPEID PASSED PER Asttt EJJ0 SEAI..ER SHAI.I BE FOR ADDTD PROTECTION USE ONLY A SLANE-BASED PENEIRA]'INC, BREA]HABI.E I'ASONRY SEAI.ER STONE S}IAII NOT SPAN OVER COI.IIROL AND D(PANSIOI.I JOINTS. TERMINAIE IHE VTNEER INSTAI.IAIION IYHME COI.ITROL AND EXPANSION JONTS OCCUR IN fiE SUBSIRAIES. NN-GRAMI COAIING SHALL NOT CONTAIN URETHANE AND WAX-BASO. COI{IRACTOR TO SUBIIIT CUT $IEET AND IEST PANEL OF ANTI-GRAMI COATING FOR ENGINEER'S REVIEW AND APPROVAL NO COA]'ING SHAII BE APPUD UNTIL STONE HAS EEEN ON YYAII FOR AT I,EAST 14 TO 2E DAYS. $JBMITTAL: PR0VDE PRODUCT CATALOG CUT SHEET SEA|IR, ST0NE vtNtIR FACING AND (1) FouR STO{E VETEER FACTNG UNITS 0F EACfI C0N-0R SAMPTE VtlIHlN MIXD C0L0R PAIETIE FOR S.ICINEER'S APPROVAL PRIOR TO INSTAI.IAIIO'I INSTATT STONE IENEER FACING PER MANUFACTURER'S RECOilMENDAIIONS 50 YIAR WARRANTY PRECAST CONCREIE CAP. TINUFACIURER: SQUARE IIODULAR WALL CAP BY SIEPST0NE, lNC., 0R APPROIED EQUAL. MAIERIAL: PRECAST C0l,lCRElE CAP, IIET-CAST PER ASIII C150 FROI, 4,000 PSI HARDROCK CONSIS1ING OF PORILAND CEMO.IT, AGGREGAIE AND COLOR ADMIXTURES. - SIRAIGIIT AND CORNER PIECES REQUIRID - P0RMND CEMS{T TY?E lll, HIGH EARLY SIRENGTH PA ASI}, C150 - AGGREGAIE: ASII, C33 - INIEGRAL COLORED CONCREIE (ADMXruRE) PER ASIIT C979 . PORILAND CS/ENT MORTAR SHAI.I BE ASNI A11E.4 . szE: 2,1'I,ENGIH X 20-1/1'llDE X J-5,/E IHICK . C0L0R: FRilCH GRAY UGHT SANDBLAST FlNlSll . APPUCABI.I STANDARDS PER AtlERlcAN soclETY 0F IEsllNG & MAIERIALS (ASIil): ASIIa c33, ASrt C39, Asllt C150, ASItt C642, ASIII C665, ASIU C979 . PHYSICAL / CHEMICAL PR0PERIIES: MINIMUM 0F 38 I3S/SF . COltPRESSlvE SIRENGTH: 5,000 PS MINIMUM . IVATB ABS0RPTIO{: N0 MORE IHAN 6.01 AVIRAGE; N0 MORE IHAN 7.0U FOR ANY INDIVIDUAL UNIT FOR STANDARD COLORS. PRECAST CO|{CREIE CAP tllll C0liTAlN 0N AWAGE 6Z ENIRAINED AlR, ItllH N0 INDIVIDUAL PIECE UNDER 57 . RESISTANCE T0 FREEZE,/IHAI{: RESIST 300 FREIZE IHAW CYCTES lN ACCORDANCE T0 ASlil C666 STJBMTTTAL PROVTDE PRoDUCT CATALoG CUT SIIEET AND (1) ol,lE PRECAST Cot'lCRElE CAP UNIT SATIPE FOR O'IGINEER'S APPROVAL PRIOR TO INSTAI.IATION tNsTAtL ilORT R, SET CAPS AND GRoUT Vill0'l SURFACE IIIIP$ATRE S 50'F (10'C) MrNrMUn AND R|SING N0 GREATm ftAN 90' F (J2'C) )TORTAR, CAPS AND GRflJT INSTAI.IAIION SIIALL NOT 8E INSTAI.I.ED IF INCLEI'ENT TEAIHER CO{DIIONS ARE EXPECTED IYIIHIN 16 HOIJRS OF COilPLETIO}I SEALER: FACT0RY APPUED ONE CoAT 0F PENEIRAIING SEAIER To AII SIJRFACES 0F PRECAST CONCRETE CAP UNI]S, SEAI.TR SHALL BE NO{-STAINING, PENETRAIING MATERIAI. SUITABI..E FOR EXIERIOR USI AND DOES NOT DISCOLOR OR DARKEN IHE SURFACE. REO APPUCANON OF SEALER: IN GEOGRAPHIC REGIONS EXPOSED TO FREEZE-IHAW COI{DIIIOI'IS REI.D-APPLIED SEAIJNG IHE TI'IIIRE AREA, INCLUDING JONTS, AFIER INSTAI.IATIO'I IS MNDATORY. CO{FORM TO SEAIIR MANUFACruRER'S RECOilMENDA]IONS FOR APPUCATION AND MAINIENANCE OF SEAI.ER. GROUTNORTAR . PORILAND CEIIENT MORTAR SHAII IIEET OR EXCEEDS ASNI A116.+ REQUIREUENTS WIIE}I MIXED IIIIH IIATER OR LAIEX ADMIXIURE AND IS DESGNED FOR INSTAI.IATIO{ OF LARGE FORMAT lItI - PEDESTRIAN INSTAI.IAION. GROIJT SHAII ITEET OR EXCEEDS ANSI A118.7 I$A'I MIXEO IVIIH T'AIER OR A LA1EX ADMIXruRE FABRICATIOI{. AtL SB."DING SHALL BE ACCffiDANCE IYI1H AISC AND AIIS STANDARDS AND SHATI BE PERFOflilEn BY WABo-CERIIRED VTIIJERS. IIEIDS SHATL MEET SECIIoN 6-0J.{25) OF STNDARD SPECIFICATIOI{S. IIEOS SHAI"I BE GROUND SIIOOIH, CI.EANO AND FRET OF BURRS. SIIE IIORKr PREPARE $JRFACES /rl.lD $rRRO|ND|NG INSTAI.IATION AREA AND INSTALL MORTAR, SET PRECAST CONCRE1E CAPS. STO{E \E,IEIR FACING, GROUT, EIC1RONIC READM CABINET PER MANUFACIURER,S RECOUMENDATIO'IS,. SISURE TIESSAGE BOARD SIGI{ AND AII EXPOSED SGN AREAS ARE CIEAN AND FREE OF DEBRIS.r ANY DAMAGE T0 IHE MESSAGE BOARD SIGN, lYAlI BASE, FOUNDATION AND ALL RELAIE) COTPONENTS DUE TO lHE CONIRACTOR'S NEGUGEiICE BEFORE IHE ETD OF THE PRO.f,CT SHAII BE REPAIRD TO ORIGINAL CONDITION BY IHE CCI{IRACTOR IIITH NO ADDINONAL COTIPENSAI'ION ALLOTIED. METAL SGN EI.TCIRONIC READER IID CABINET, PROVIDE STACKED STONE PLAN1ER WALL BASE IIIIH PRECAST CONCRE]E CAPS INSTAII MESSAAGI BOARD SIGN PER SI1E EI.EMO'ITS PLAN SHEET SEOO7. MESSAGE BOARD SIGN LOCATION IS APPROXIMAIE ND EXACT LOCATIO{ OF MESSAGE BOARD SIGN SHAI.I BE RE..D VTRIFIED IIIIH ENGINEER PRIOR TO INSTATIAIION, 2. CON1RACTOR SHALT CHECK FOR UNDERGROUND UTIUTY CONFTICTS PRIOR TO I'ESSAGE BOARD SGN, PLAN1ER BASE AND FOUNDAIION INSTAIIATION. 3. MESSAGI BOARD SIGN FRAMING, VIEDS, FAS1ENING ME]HODS AND AI.I RE.EVNT CONS1RUCIED SGN COI'PO{O{TS SIIAII BE SIGI{ED BY FABRICATOR,S SIRUCIURAL TNGINIIR. 4. AI.I DIMENSIONS ON MESSAGE BOARD SIGN ARE APPROXMATE. CONTRACTOR SHATI SZE TO NT FITNNGS AND ATTACHMENTS OF CITY-PROCUREO E.ECIROT{IC READER CABINET FOR MESSAGE BOARD SGN FABRICAIIOI{. SIGN FABRICATOR SIIAII- IIAKE ALL NECESSARY COORDINAIION AND FABRICATION IIOOIRCAIIONS TO RT AND PROVIDE POIIER AND ALLOYV FOR PROPER AIRFLOW AND CIRCULATIO{ FOR EI.ECTROI{IC READTR CABINET FAN COWNS. 5. CON]RACTOR TO PROVIDE ITESSAGE BOARD SIGN SHOP DRAIIINGS INCLUDING LAYOUT, DIUENSIONS, TIA1ERIAL DESCRIPTION, ACCOITTIODAIIO.IS FOR BICIROT{IC READER CABINET RTNNGS/AIR VTNTS AND PAINT COLOR/SPECS FOR EilGINEER,S APPROVAL PRIOR TO I'ESSAGE BOARD SIGN FABRICAIIOI'I AND INSTAI.IATIO,I. 6. LOCAL SGN FABRICATOR OF MESSAGE BOARD SIGN SfiALL HAIE MINIIIUM OF 10 CONTINUOUS YTARS OF DOCUMEN]ED PORIFOUO CREAING SMILAR CUSTOil ARCHIIECTURALLY VSIBI.I S]RUC]URES AND I'ETAL FABRICAIIONS. 7. MESSAGI BOARD SIGN INSTAI.IA]'ION SHALL BE COORDINAIED IIIIH BASE IYATI AND FOIJNDATIO{ INSTAI.$NON TO PREVENT C0i{FUCIS. 8. NO PART OF MESSAGE BOARD SGN I AND 2 STIATI BE IIIIHIN 18'-0, OF YIIIIIE EDCE UNE OF IHE ROADWAY TRAVTL LANE. LOGO GRAPHICS AND I..ETIERING RIGHT SIDE VIEWFRONT VIEW NoIE: REI{DERED BMTI0NS Sfl0llt{ ABoVE ARE INIENDED T0 SHOIY SIGN AESIHETIC AND COLOR EI..EITO{TS. AC1UAL GEOMEIRY AND SCAI.I ARE PER DETAILS, SHEET SE@E. MESSAGE BOARD SIGN RENDERED ELEVATIONS NTS SPECIFICATIONS GENERAL NOTES NI]ANCF NPNFP' NFW UFCqANF RNAPNS PN SEOO9)ESIGNED:CHECKED:KENT PROJECI NO, 1 8-3020 OFSHEET SCAL€: HORIZ: - VERT: - PROJECI ENGR:coNsT.#g. REVEw F|LE NO. 19029A SITE ELEMENT DETAILS CHANGE ORDER BID SUBMITTAL WILLIS STREET AND 4TH AVE S ROUNDABOUT CITY ENC|NEER oo- I -?- -2J ADJUSI SCALES ACCORDINCI Y 0' BAR IS ONE INCH ON ORIGINAL ORAWNG City of Kent Public Works Department Engineering DivisionNO.REVISION BY DATE ,1} .D ;P. o o a I l l (12) CALAMAGRoSIS ACUTTFLoRA'KARL FoERSIER'/ KARL FOERS]ER TEATHER REED GRASS (1r) pENNrsEruM oRtEt{TAtf 'KARr.ry RosE/ KARI.EY ROSE Fq',NTAIN GRASS BERBERIS IHUNEEROI,CONCORDE'/ MESSACI BOARD wrllrs sT (sR 516) i /rl;r9 (20) FIRE 229+00 F7+f- JAPANESE BARBERRY EDGI OF PAVEMB{T f I x (3) MTSCANIHUS STNENSTS 'MoRNTNG UGHI/ MORNING UGHT MAIDE{ GRASS (25) HETANfiAruM NUMMULARTUM 'RRE DRAGoir'/ RRE DRAGoN SUNRoSE 08'0.C.) (12) il.Ex CRENATA 'HilfRr/ HEIUR,S JAPANESE HruY (r0) GEUM'MANGo LASSI/ MANGo LASS AVE'|S (24'0.C.) HEUANIHSTUil NUITMULARIUM'RRE DRAGON,/ DRAGoN SUNRoSE (18' 0.C.) NOTES 1. AFIER APPROVAL OF LAYOUT, CLEAR AND GRUB EXISTING LAW{ W1HIN PLANTING AREA.2. AMEND NAIIVE SOIL tllIIH 6' COMPOST TII.ITD INTO TOP 6" OF NATIIE SOIL,3. TOPDRESS WIH 2' WOOD CHIP MULCH.4. PLANT LAYOUT TO BE APPROVED IN THE NELD BY THE ENGINEER PRIOR TO INSTALLATION. '- ---fl I I I I I I I EDGE OF PLAANIER AREA PLANTING AREA I I I I BOARD gGN ,',1'li, , i' 1' t' o Rl2.0' -+ j I l \EalEi: = ------,----o -N7 -A j NOTES LAYOUT OF PLANTING AREA TO BE APPROVED IN fiE NE[.D BY THE ENGINEER, PLANTER AREA LAYOUT DETAIL 2'55 10 SCAI.T IN FEET t5 @ MESSAGE BOARD PLANTING LAYOUT 51020 SCAI.E IN FEET 30 A\N/ PROJECT ENGR:coNsT. SCALE' HORIZ: - OFSHEET NO,REVISION BY DATE CITY ENGINEER oo" l'3'2( 60% REVIEW SUBMITTAL T City of Kent Parks Department MESSAGE BOARD PLANTING PLAN WILLIS STREET AND 4TH AVE S FINAL LANDSCAPE DESIGN FIIE NO a- MESSAGE BOARD PLANTING WILLIS AVE - WESTBOUND KENT ,1 WnsHrNcroN & llex crenata'Helleri' / Heller's Japanese Holly Guem 'Mango Lassi'/ Mango Lassi Avens Berberis thunbergii'eoncorde' / Concorde Japanese Barberry Helianthemum'Fire Dragon' / Fire Dragon Sunrose I .'l Miscanthus sinensis'Morning Light' Morning Light Maiden Grass Pennisetum orientale'Karley Rose' / Karley Rose Fountain Grass a;-. rtl .1,i dl, Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass -{4. j I .iil \ ,i , ,'l t.!,,,. .ti ; !,! ,'a: )\:r,i: ). 1 11:'.)r i'\l.\j 'ir ", l \ )iir li'\l,''\ i t!1rll 'i ,itli :tt c ,r '' - b',-'-1.!*