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Home My WebLink AboutCAG-20-065 -Duvall - Non Material Submittals J \ CITY OF RENTON DUVALL AVENUE NE NON-MATERIAL SUBMITTAL LIST Updated 12/27/21 This list does not list bid/award submittals or written protest notices SPECIAL PROVISIONS SECTION 1-02.15 • Statement of origin, composition, and manufacture of materials • Progress schedule(Type B) • Breakdown of costs for any bid items • Business license for City of Renton. Current license expires 1/31/2022. SPECIAL PROVISIONS SECTION 1-05.4 • Survey calculations/staking data for each day's survey work within 3 working days • Application for permits to destroy survey monuments (if required) • ADA Feature As-Built Measurements Form SPECIAL PROVISIONS SECTION 1-05.8 • Project Red Line Drawing and hard covered field books SPECIAL PROVISIONS SECTION 1-06.6 • Recycled materials report DOT Form 350-075,prior to physical completion SPECIAL PROVISIONS SECTION 1-07.1 • Confined Space program SPECIAL PROVISIONS SECTION 1-07.4(2) • COVID 19 Health and Safety Plan(CHSP) SPECIAL PROVISIONS SECTION 1-07.9(5) • Statement of Intent received for prime, sec also sub tracking • Certified Payrolls • Affidavit of Wages Paid SPECIAL PROVISIONS SECTION 1-07.11 • Provide a list of MBE/WBE subcontractors the Prime intends to use STANDARD SPECIFICATION SECTION 1-07.15(1) SPCC Plan G&O#PR214.36 Page 1 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List (continued) SPECIAL PROVISIONS SECTION 1-07.17 • Pothole Data 2 working days prior to potholing and 5 working days prior to trenching SPECIAL PROVISIONS SECTION 1-07.23 • Modi fed Tref c Co„trol Pla„s : cluding pedestria., sibility Provisions (City Traffic Control Permit submit 5 days bef re the . orL e minimum). • TCP for Hawk Signal • 2 working day notification to Businesses and Residents prior to planned driveway closures • 10 day notice of lane closures using PCMS SPECIAL PROVISION SECTION 1-07.24 • 48-hour notice to owner prior to entry onto easements or rights of entry • Written release for any private property agreements, prior to completion SPECIAL PROVISION SECTION 1-07.28 • Written notifcatio,, to r pert.. rs/residents fronting the protect 5 • Written notification to police, sheriff, Fire and Life Safety, postmaster, bus companies, emergency personnel 72 hours in advance of lane closures, detours or driveway closures SPECIAL PROVISION SECTION 1-08.0(1) • Lump Sum Breakdown • Preliminary Schedule • List of Material Sources SPECIAL PROVISIONS SECTION 1-08.1 • Request to sublet forms DOT 421 012EF SPECIAL PROVISION SECTION 1-08.3(2)B • Preliminary Type B schedule before the prcconstruction meeting and another-within-II-days-after, STANDARD SPECIFICATIONS SECTION 1-08.3(2)D • Weekly look ahead schedule SPECIAL PROVISION SECTION 1-08.5 • Certified payrolls • Final contract voucher Page 2 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List (continued) • Copies of the approved"Affidavit of Prevailing Wages Paid" • Notice of termination copy • Property owner releases • SOI and AWP SPECIAL PROVISIONS SECTION 1-08.6 • Copies of Purchase Orders for Critical Materials(Signal Poles, Street needed) SPECIAL PROVISIONS SECTION 1-09.2(1) • Scaleman's daily report DOT 422-027 SPECIAL PROVISIONS SECTION 1-09.8 • Materials on hand invoices(if desired) SPECIAL PROVISIONS SECTION 1-10.2 • TCS cards, flagger cards • Letter adopting Traffic Control Plans or Contractor prepared TC plans SPECIAL PROVISIONS SECTION 5-04.3(14)B2 • Planing and Paving Plan SPECIAL PROVISIONS SECTION 6-07.3 • Color/Metal coupon samples(3"x5") SPECIAL PROVISIONS SECTION 7-04.2(2) • Temp Stormwater Diversion Plan SPECIAL PROVISIONS SECTION 7-05.3(1) • Shop Drawing outlining partial manhole#33 SPECIAL PROVISIONS SECTION 7-06.3 • Mfg.'s Certification and Warranty for Tree Box Biofiltration unit SPECIAL PROVISIONS SECTION 7-08.3(1)A • Contaminated Soil and Groundwater Handling Plan SPECIAL PROVISIONS SECTION 7-08.3(1)B • Shoring and Excavation Plan SPECIAL PROVISIONS SECTION 7-08.3(2)A • Survey line and grade Page 3 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List (continued) SPECIAL PROVISIONS SECTION 7-08.3(4) • CDF method of installation SPECIAL PROVISIONS SECTION 7-08.3(5) • Television Inspection of Storm Pipe SPECIAL PROVISIONS SECTION 7-09.3(19)A • 10 day notice for water main shut-offs SPECIAL PROVISIONS SECTION 7-09.3(21) . • 1 Working Day notice for trust block placement and 1 Working Day notice for inspection prior to backfill SPECIAL PROVISIONS SECTION 7-09.3(23) • Hydrant meter permit from City • Pressure gauge certification of accuracy • Hydrostatic Pressure Test results(?) SPECIAL PROVISIONS SECTION 7-09.3(24)N • State Health Department satisfactory report SPECIAL PROVISIONS SECTION 7-16.1(1) • Mobilization Plan • Work Plan within 10 days of contract award • Temporary Use Permit for storage areas on private property. Not required per RMC 4-9-240C.1.a. SPECIAL PROVISIONS SECTION 7-16.1(2) • Shoring plan SPECIAL PROVISIONS SECTION 7-16.1(14) • Update Draft Storm Water Pollution Prevention Plan • Develop a"red lined"Temporary Erosion and Sediment Control plan SPECIAL PROVISIONS SECTION 7-17.3(2)H • Television Inspection of new Sanitary Sewer SPECIAL PROVISIONS SECTION 8-02.3(2) • Plant Material Work Plan to include intent to use chemical herbicides SPECIAL PROVISIONS SECTION 8-02.3(7) • One week notice for Plant Material delivery Page 4 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List (continued) SPECIAL PROVISIONS SECTION 8-02 (7-16) • SWPPP(Schedule B) SPECIAL PROVISIONS SECTION 8-03.1 • 10 calendar day notice prior to Irrigation System installation SPECIAL PROVISIONS SECTION 8-03.1 • Onsite meeting to document function of existing irrigation system SPECIAL PROVISIONS SECTION 8-12.2 • Coated fencing material samples SPECIAL PROVISIONS SECTION 8-14.3 • Cement Concrete Sidewalk Pre-Construction meeting • Door Hanger notice to property owners SPECIAL PROVISIONS SECTION 8-20.1(3) • 24 hour notice to Electrical Inspector(425-430-7275) • For service cabinets, copy of electrical control permit SPECIAL PROVISIONS SECTION 8-20.1(6) • Electrical Service Application SPECIAL PROVISIONS SECTION 8-20.2(1) • Pothole data for signal pole foundations SPECIAL PROVISIONS SECTION 8-20.3(3) • 14 calendar day notice to City of Renton Transportation Maintenance Manager prior to delivery of removed materials to the City of Renton Signal Shop SPECIAL PROVISIONS SECTION 8-20.3(4) • Reinforcing cage shop drawing • Concrete placement method SPECIAL PROVISIONS SECTION 8-20.3(5) • 5 working day notice to the City Transportation Maintenance Manager for signal turn on SPECIAL PROVISIONS SECTION 8-20.3(17) • Signal As-Built Plans for each intersection, to include wiring diagram for each patch panel • Fiber Optic As-Built Plans Page 5 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List (continued) SPECIAL PROVISIONS SECTION 8-20.3(18)A • Wiring diagram for each patch panel to be included with As-Built drawings SPECIAL PROVISIONS SECTION 8-20.3(18)G • Fiber Optic Splicing Qualifications, 30 calendar days prior to the splicing • 14 day notice to City of Renton Transportation Maintenance Manager prior to commending FO work. SPECIAL PROVISIONS SECTION 8-20.3(19)B • Fiber Optic System Acceptance Test Plan SPECIAL PROVISIONS SECTION 8-20.3(19)G • Hard Copy of trace for every spliced fiber • Soft copies of all traces and appropriate software to allow reading traces • Result of every attenuation test SPECIAL PROVISIONS SECTION 8-21.2 • Street Name Sign warranty SPECIAL PROVISIONS SECTION 8-21.3 • Shop drawings for fabrication, fastening and installation street name SPECIAL PROVISIONS SECTION 8-22.3 • 48 hour notice for pre-mark channelization MONUMENT CASE AND COVER • DNR Permit Page 6 of 6 CITY OF RENTON DUVALL AVENUE NE NON-MATERIAL SUBMITTAL LIST 11/01/21 This list does not list bid/award submittals or written notices SPECIAL PROVISIONS SECTION 1-02.15 • Statement of origin, composition, and manufacture of materials • Progress schedule(Type B) • Breakdown of costs for any bid items • Business license for City of Renton SPECIAL PROVISIONS SECTION 1-05.4 • Survey calculations/staking data for each day's survey work within 3 working days • Application for permits to destroy survey monuments (if required) • ADA Feature As-Built Measurements Form SPECIAL PROVISIONS SECTION 1-05.8 • Project Red Line Drawing and hard covered field books SPECIAL PROVISIONS SECTION 1-06.6 • Recycled materials report DOT Form 350-075,prior to physical completion SPECIAL PROVISIONS SECTION 1-07.1 • Confined Space program SPECIAL PROVISIONS SECTION 1-07.4(2) • COVID 19 Health and Safety Plan(CHSP) SPECIAL PROVISIONS SECTION 1-07.9(5) • Statement of Intent received for prime, sec also sub tracking • Certified Payrolls • Affidavit of Wages Paid SPECIAL PROVISIONS SECTION 1-07.11 • Provide a list of MBE/WBE subcontractors the Prime intends to use STANDARD SPECIFICATION SECTION 1-07.15(1) • SPCC Plan G&O#PR214.36 Page 1 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List(continued) SPECIAL PROVISIONS SECTION 1-07.17 • Pothole Data 2 working days prior to potholing and 5 working days prior to trenching SPECIAL PROVISIONS SECTION 1-07.23 • Modified Traffic Control Plans including pedestrian accessibility submittal or adoption of Traffic Control Plans from the Contract Provisions(City Traffic Control Permit submit 5 days before the work, minimum) • 2 working day notification to Businesses and Residents prior to planned driveway closures • 10 day notice of lane closures using PCMS SPECIAL PROVISION SECTION 1-07.24 • 48-hour notice to owner prior to entry onto easements or rights of entry • Written release for any private property agreements,prior to completion SPECIAL PROVISION SECTION 1-07.28 • Written notification to property owners/residents fronting the project 5 days prior to commencement of the work • Written notification to police,sheriff,Fire and Life Safety,postmaster, bus companies, emergency personnel 72 hours in advance of lane closures, detours or driveway closures SPECIAL PROVISION SECTION 1-08.0(1) • Lump Sum Breakdown • Preliminary Schedule • List of Material Sources SPECIAL PROVISIONS SECTION 1-08.1 • Request to sublet forms DOT 421-012EF SPECIAL PROVISION SECTION 1-08.3(2)B • Preliminary Type B schedule before the preconstruction meeting and another within 21 days after. STANDARD SPECIFICATIONS SECTION 1-08.3(2)D • Weekly look ahead schedule SPECIAL PROVISION SECTION 1-08.5 • Certified payrolls • Final contract voucher • Copies of the approved"Affidavit of Prevailing Wages Paid" Page 2 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List(continued) • Notice of termination copy • Property owner releases • SOI and AWP SPECIAL PROVISIONS SECTION 1-08.6 • Copies of Purchase Orders for Critical Materials (Signal Poles, Street needed) SPECIAL PROVISIONS SECTION 1-09.2(1) • Scaleman's daily report DOT 422-027 SPECIAL PROVISIONS SECTION 1-09.8 • Materials on hand invoices (if desired) SPECIAL PROVISIONS SECTION 1-10.2 • TCS cards, flagger cards • Letter adopting Traffic Control Plans or Contractor prepared TC plans SPECIAL PROVISIONS SECTION 5-04.3(14)B2 • Planing and Paving Plan SPECIAL PROVISIONS SECTION 6-07.3 • Color/Metal coupon samples (3"x5") SPECIAL PROVISIONS SECTION 7-04.2(2) • Temp Stormwater Diversion Plan SPECIAL PROVISIONS SECTION 7-05.3(1) • Shop Drawing outlining partial manhole#33 SPECIAL PROVISIONS SECTION 7-06.3 • Mfg.'s Certification and Warranty for Tree Box Biofiltration unit SPECIAL PROVISIONS SECTION 7-08.3(1)A • Contaminated Soil and Groundwater Handling Plan SPECIAL PROVISIONS SECTION 7-08.3(1)B • Shoring and Excavation Plan SPECIAL PROVISIONS SECTION 7-08.3(2)A • Survey line and grade Page 3 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List(continued) SPECIAL PROVISIONS SECTION 7-08.3(4) • CDF method of installation SPECIAL PROVISIONS SECTION 7-08.3(5) • Television Inspection of Storm Pipe SPECIAL PROVISIONS SECTION 7-09.3(19)A • 10 day notice for water main shut-offs SPECIAL PROVISIONS SECTION 7-09.3(21) • 1 Working Day notice for trust block placement and 1 Working Day notice for inspection prior to backfill SPECIAL PROVISIONS SECTION 7-09.3(23) • Hydrant meter permit from City • Pressure gauge certification of accuracy • Hydrostatic Pressure Test results (?) SPECIAL PROVISIONS SECTION 7-09.3(24)N • State Health Department satisfactory report SPECIAL PROVISIONS SECTION 7-16.1(1) • Mobilization Plan • Work Plan within 10 days of contract award • Temporary Use Permit for storage areas on private property SPECIAL PROVISIONS SECTION 7-16.1(2) • Shoring plan SPECIAL PROVISIONS SECTION 7-16.1(14) • Update Draft Storm Water Pollution Prevention Plan • Develop a"red lined"Temporary Erosion and Sediment Control plan SPECIAL PROVISIONS SECTION 7-17.3(2)H • Television Inspection of new Sanitary Sewer SPECIAL PROVISIONS SECTION 8-02.3(2) • Plant Material Work Plan to include intent to use chemical herbicides SPECIAL PROVISIONS SECTION 8-02.3(7) • One week notice for Plant Material delivery SPECIAL PROVISIONS SECTION 8-02 (7-16) • SWPPP(Schcdulc B) Page 4 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List(continued) SPECIAL PROVISIONS SECTION 8-03.1 • 10 calendar day notice prior to Irrigation System installation SPECIAL PROVISIONS SECTION 8-03.1 • Onsite meeting to document function of existing irrigation system SPECIAL PROVISIONS SECTION 8-12.2 • Coated fencing material samples SPECIAL PROVISIONS SECTION 8-14.3 • Cement Concrete Sidewalk Pre-Construction meeting • Door Hanger notice to property owners SPECIAL PROVISIONS SECTION 8-20.1(3) • 24 hour notice to Electrical Inspector(425-430-7275) • For service cabinets, copy of electrical control permit SPECIAL PROVISIONS SECTION 8-20.1(6) • Electrical Service Application SPECIAL PROVISIONS SECTION 8-20.2(1) • Pothole data for signal pole foundations SPECIAL PROVISIONS SECTION 8-20.3(3) • 14 calendar day notice to City of Renton Transportation Maintenance Manager prior to delivery of removed materials to the City of Renton Signal Shop SPECIAL PROVISIONS SECTION 8-20.3(4) • Reinforcing cage shop drawing • Concrete placement method SPECIAL PROVISIONS SECTION 8-20.3(5) • 5 working day notice to the City Transportation Maintenance Manager for signal turn on SPECIAL PROVISIONS SECTION 8-20.3(17) • Signal As-Built Plans for each intersection,to include wiring diagram for each patch panel • Fiber Optic As-Built Plans Page 5 of 6 City of Renton Duvall Avenue NE Non-Material Submittal List(continued) SPECIAL PROVISIONS SECTION 8-20.3(18)A • Wiring diagram for each patch panel to be included with As-Built drawings SPECIAL PROVISIONS SECTION 8-20.3(18)G • Fiber Optic Splicing Qualifications, 30 calendar days prior to the splicing • 14 day notice to City of Renton Transportation Maintenance Manager prior to commending FO work. SPECIAL PROVISIONS SECTION 8-20.3(19)B • Fiber Optic System Acceptance Test Plan SPECIAL PROVISIONS SECTION 8-20.3(19)G • Hard Copy of trace for every spliced fiber • Soft copies of all traces and appropriate software to allow reading traces • Result of every attenuation test SPECIAL PROVISIONS SECTION 8-21.2 • Street Name Sign warranty SPECIAL PROVISIONS SECTION 8-21.3 • Shop drawings for fabrication, fastening and installation street name SPECIAL PROVISIONS SECTION 8-22.3 • 48 hour notice for pre-mark channelization MONUMENT CASE AND COVER • DNR Permit Page 6 of 6 Z k ' DUVALL AVE NE P. A PORTION OF NORTHEAST 1/4 OF THE NORTHWEST 1/4 IN SECTION 10, TOWNSHIP 23 NORTH, cA RANGE 05 EAST, W.M., CITY OF TACOMA, PIERCE COUNTY, WASHINGTON O HORIZONTAL DATUM HORIZONTAL DATUM FOR SURVEY IS NAD 1983(91)BASED MON LOCATED NEAR CROSS STREET OF DUVALL AVE NE & ON PUBLISHED INFORMATION FROM CITY OF RENTON. NE 12TH ST POINT DESIGNATIONS 1845 AND 1848.AS FRONDED FORI DUVALL AVE NE PROJECT NO.TED4004100. PRQEC710N IS WASHR1G10N STATE PLANE NORTH ZONE U.S.SURVEY FEET N T,S POINT DESIGNATION 1845 POINT DESIGNATION 1248 NORTHING 166170.72 NORTHING:183691.45 ��, EAS11NG: 1316637.83 EASING:1311377.41 E 13133359268.8 MON LOCATED NEAR CROSS STREET OF DUVALL AVE NE & NE 10TH ST /- S w NE 12TH ST z w > a J J > G w z > NI 184946.70 a E, 1313335.32 -J -J a > NE 10TH ST PI • oR.mrn-auu R jFOR:CITY OF RENTON JobR EQUIPMENT UTILIZED FOR THIS SURVEY: sWaN.TS 10 SPECTRA PRECISION FOCUS 30 AND 1RIMBLE S6 W.E. Coates Surveying O 06-16-2023 ROBOTIC TOTAL STATIONS sees pa,or.S pa.^sf 6Ec METHOD-FIELD TRAVERSE SYMBOL LEGEND: 1 o�WA 98513 m.�b,NEC THIS SURVEY COMPLIES VA1H All.STANDARDS AND STATUTES OF THE SURVEY RECORDING ACT S SET MIC AS DIRECTED BY CITY OF RENTON °�9 no. (CHAPTER 58.09 RCW AND 332-130 WAC) FOR DUVALE AVE PROJECT NO.TEI/1004100 0°ao* Sheet 1 of 1 /Vfs028 ;� ADF Properties, LLC 3/28/2023 Reed Trucking& Excavating, Inc. Attn:Tiffani Barquist 2207 Inter Ave A, Puyallup,WA 98372. RE: Our site at 4409 Sunset, Renton,WA Dear Ms. Barquist, Per your request, I am writing you today to confirm that Reed Trucking& Excavating has fulfilled their commitments to ADF Properties, LLC in our agreement for the use of our site at the above referenced address.All rents have been paid to us and the site has been left in the agreed to condition. We wish to Thank You Sincerely, Ta/6 /-074 Dale Fonk Managing Member, ADF Properties, LLC 15007 WOODINVILLE-REDMOND RD. SUITE A WOODINVILLE,WA 98072 T(206)799-3247 EMAIL:DALEFONK@CS.COM >., Nt' 5 0 24 /t U i- F°e�#r-c,`C ) a iN y ,• 4/\t,--F f ADA Feature - Parallel Curb Ramp Measurements contractor As- Database Schema: CR-PARA Phase Builts Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status' PILL Measured By WE Coates Surveying Milepost N/A A j MEF Status' Standard ADA Cross Street Name NE 7TH PI. Site Corner Station 891+74 R MEF Reference Plan Sheet Reference GR 1 Location NE SW Geoportal 47.495342 -122 155 Geoportal InstructiOng Latitude Longitude &am ADA Feature Location Code DUVALL AVE NE/NE 7THP Jurisdiction City Compliance Enter numbers only Site History New Feature Added to Site Constructed By City i=1 00%.22$=2 25 n.etc (Measurement! Criteria I MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes pas, Landing pass CSW 1.78 N/ 200%Max %Max Curd pass CSL 0.54 ✓2.00%Max %Max Ramp(Lea)*2 Landing } Ramp(Right)#3 --—L#21-- — L f- ---- ors I-- _-- pass W 5.00 4.00 ft Min ft Min RS#2 CSL RS#3 I W#2 w W#3 Pass L 5.30 A,/ 4.00 ft Min It Min cso2r—�// csw1� cs (— I Ramp Left#2 Present? G04 --7 ' Gael pass Rsa2 I 7.05 t✓ 8.30%Max %Max t Curb i, �// v i/ pass CSN2 1.47✓ 200%Max %Max GB Ai G'S3 11 \ DWS 4137 Gutter pass W#2 5.50 00ft Min ft Min Gd1 i counter Slope%(Dr--- L#2 10.50✓Informational Enter Grade Break(GB)data in the Table at right Ramp Right#3 Ma M cp,,e, GB4 DWS-L 1—H GB6 1/ 3.30 8.30% %Ram\ /mp FAIL RSN3 a�v DWS-w r— a \ pass CS#3 �00%Max �` %Max Curd � � GB3 GB2 Curb Gap®T— \� pass Wk3 5.00 14.00 ft Min _ft Min Enter Color and Type in the Table LN3 9.00 Idormati0nal DWS-L— Curb Gap® - Detectable Warning Surface Detail Notes: Counter Slope 13 Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope a)GB must be flush—record worst case measure of vertical change RS=Running Slope pass S ( 2.40 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width Oa Measure Counter Slope between GBI and GB2(Gutter)—if no gutter. CSL=Cross Slope of Length pass CSW+S 4.18 7.00%Max %Max measure 1 ft.max.from GB2. . ©Slope arrow indicates positive read. Just record value when both W=Width directions shown. L=Length Grade Breaks (paper form enter fraction or decim11I of an inch; It Detectable Warning Surface—see detail. GB=Grade Break pass GB#1 Flush "*". I ®Measure Curb Gap,if present,between back of curb and DWS ®=Location Point —measure in the middle. (at middle of landing) 46 NOTES SUBMITTAL REVIEW pass G BN3 fl on plan sheet noted t GR 1 No Exceptions Taken pass CBN4 Flush ✓ Make Corrections Noted pass GB#5 Flush "•"" x Amend & Resubmit pass GB#6 Flush Rejected-See Remarks pass GBa7 Flush IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply&conform Detectable Warning Surface with the Plans, Specifications, and pass L 6.50 J AtLeast497 Contract Documents. ft Pass W 2.00 � 200ftMin pass Color DOT //DOT-Yelbw Gray 8z Osborn,InG Yellow✓ CONSULTING ENGINEERS pass Type Plastic Truncated Measurement Instrument Calibrated by: pgte Curb Gap Serial Number: 2 , 1 J,2 3 BY: TT.S Date: 1602601754 ZACH MALLOY 12/19/2022 pass CO ( 0.00 0.17ft Max tt I" 0.08' 3°=025' 5"=042' 7"=055' 9' 075' II"-092' 2"--017' 4"=0.33' 6"=050' a"•0 67' It"-083' Form Updated 7/31/2018 l ADA Feature-Parallel Curb Ramp Measurements Contractor AS- Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Pass i Measured By W.E.Coates Surveymc Milepost N/A IA 2 MU Status SundardADA 111 Cross Street Name NE 8111 PL 1Site Side Station 892487 R MN:N'Reference i Plan Sheet Reference GR 2 Location E W i Srt9924111 47.495641 •122.157 Geoportal Instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NE/NE BTHP Jurisdiction City Enter numbers only Compliance Site History New Feature Added to Site Constructed Hy City 1=1 00%,gm=2 25 ft,etc Measurement Criteria MEF Criteria Diagonally Oriented? No Clear Space Achieved? 1'c Landing pass CSW 1.65 ' 2 00%Max S.Max 111.1.15—C Cwb pass CSL 1.36 2.00%Max $ R,vrn:(Len)#2 Landing Ramp(Right)03 1 N - .f .L#2 F- - L - --_. _L)p I--__.. _'_ - pass W 6.00 r/ 4.00 ft Min ft Min W#2 RS#2 CSL W RS#3 Wi3 pass L 4.00 `�4.00 ft Min ft Min — I 1—... f_- r CS#2 I rSW iI I CS/p� Ramp Left#2 1—Present? .!. ! ...•V oass KS#2 7.25. 6.JLITo Max %Max t t Curb �// a// /". ( pass CS#2 1.54 -' 2.00%Max %Max Gutter ` GB5�r �433 './ G �4 DWS® " '67 J �/! I pass W#2 6.00 ��4.00 ft Min ft Min Gal-" \- Counter Slope%M r— LN2 8.20 -' Informational Ester Grade B'oak(GB)data in the Table at right. I Ramp Right#3 L _Present? GB4 -, f`DWS-L�--1 r GB6IL \ / , r pass Rtia3 6.55%. 8.3096Max %Max {Ramp Ramp 1)WS -"' �DWSW i..� O 1 pass CS#3 1.65 •/ 2.00%Max %Max sY Landing C fnt ! �`��, i\ �.�_-__.,.i- , G83JJGB2--.' .CurbGapME— \ - pass WIl3 6.00.,,�4008Min ft Min T `,,.r- '_'" Enter Color and Type in the Table 1.#3 6.20 lolormational DWS L\ Curb Oapit - Detectable Warning Surface Detail Notes: Counter Slope 0)Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope M GB must be flush—record worst case measure of vertical change RS=Running Slope •,' S MU5.00%Max over the length of each GB. CSW=Cmea Slope of Width ®Measure Counter Slope between GB1 and GB2(Gutter)—if no gutter, CSL=Cross Slope of Length pass CSW+S 4.27 (,UU%Max %Max muuuuro 1 ft.max.from GB2. C)Slope arrow indicates positive read. Just record value when both W=Width Grade Breaks (paper form:enter Erse/lion of Jc.im �,sl of �t directions shown L=Length nt C' 1 m Detectable Warning Surface—see detail. GB=Grade Break pass Rif Finds a/ (1)Measure Curb Gap,If present,between back of curb and DWS ®-Location Point r —measure in the middle. (at middle of landing) pass (:ton Flush thil NOTES pass GB#3 Plod V pass GB#4 Hush ✓ pass GB#5 Flush ✓ pass GBiro Flush „/ pass CB47 Flush J Detectable Warning Surface pass 1, 4 00 (/Al Least 3 67 ft pass W 2.110 -✓ 2.00 ft Min DOl'- / pass Color y,Iluw%..„.�T•Yellow / pass Type Plastic Nol Truncated Measurement Instrument Serial Number: Calibrated by: Date: Curb Gap 16026(11754 _ 7.ACH MALLOY 12/19/2022 C'G 0.00 1 0.17 ft Max f! I. 008' 3'=025' 5"=042' 7"=0.58' 9'=0.75' t1^=092' 2"-017' 4" 033' 6'a 050' 8"-067' 10"'0.83' Form L plated 7'3 1/20I8 e - 0 r2 ADA Feature - Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature StatusI ' 'rr._- Measured By W.E Coates Surveying Milepost N/A A 2 MEF Status' Sleeked ADA Cross Street Name NE 8TH PL Site Side Station 893+52 R MEF Reference Plan Sheet Reference GR2 Location E W Geoportal 47.495824 -122,157 Geoportal Feature Location Code DUVALL AVE NE/NE 8THP Jurisdiction City JnsVudiony Lalihtde longitude A ADA Enter numbers only Compliance Site History New Feature Added to Site Constructed By City 1=1 00%,2.25=2.25 ft,etc I Measurement! Criteria I MEF Criteria Diagonally Oriented? NO Clear Space Achieved? Yes INN Landing // pass CSW 1,27✓ 2.00%Max %Max Curb pass CSL 0,76 ✓ 2.00°/Max %Max ' Ramp(Lett)#2 Lending Ramp(Right)#.3 ---L#2 I-- L( --- L#3[ pass W 6.00 4 00 ft Min ft Min W#2 R� CSL I- a pass L 4.00 �/ 4 00 ft Min ft Min in— � 2��— /� 05W I ,C,,,1� Ramp Left#2 Present? GB✓4 - 1—. GB6, pass RS#2 6.88 li'/8.30%Max %Max Curb / �/G/ f `° / pass CS#2 1.32 %/ 2.00%Max %Max Gutter C G861/ 83 J G 2 t DWS® �/G67 �ti pass W#2 6.00 ✓ 4.00 ft Min ft Min G l-1 Counter Slope%Mr— 1,02 7.00 tntorrttational Fnie:r Grad,'Bruck(GB)data In the Table at right. J Ramp Right#3 —Present' GB4 S � DW L r— GB6.- Ra\IPN /mp Dass RS#3 5.46 --/8.30%Max %Max DWS DWS-W r— O ` 7. ,:ass CS#3 1.23 `'�2.00%Max %Max Curb '`r pass W#3 6.00 4.00ftMin ftMin GB3 --" GB2 Curb Gap CD \ Enter Color and Type in the Table DWS-L L#3 7.30 �btttatgnal Detectable Warning Surface Detail curb Gap Notes: Counter Slope ,O Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope j� ®GB must be flush—record worst case measure of vertical change RS=Running Slop a e ;. ss S l 2.38 N+t 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width 1 ®Measure Counter Slope between GB1 and GB2(Gutter)—If no gutter, CSL Cross Slope of Length '' CSW+S 3.65 7,00%Max %Max measure 1 ft.max,from GB2. ®Slope arrow indicates positive read. Just record value when both W=Width directions shown. L-Length Grade Breaks (paper Form:enter fraction or decimal of an inch) ®Detectable Warning Surface—see detail GB=Grade Break . a GB#1 Flush 11 ®Measure Curb Gap,If present,between back of curb and DWS 48=Location Point —measure in the middle. (at middle of lending) rass GB#2 Flush '*" NOTES ,'ass GB#3 Flush cass GB#4 Flush .,,f :ass GB#5 Flush ✓ ;ass GBP6 Flesh 1I GBP7 Flush J , Detectable Warning Surface sass L 4 00 �At Least 3 67 ft ass W 2.00✓ 2.00 ft Min - ass Color DOT Yellow t/DOT-Yellow -V/ pass Type Plastic Truncated Measurement Instrument 'Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACH MALLOY 12/19/2022 pass CG I 0.00 10.17 ft Max I ft t"=0.08' 3"-025' 5"---042' 7" 058' 9"-075' 1I" 092' 2"=017' 4"=033' 6" 050' 8"=0 67' 10"-083' Form Updated 7/31/2018 Add the parallel ramp data for the curb ramp at NE 9th Street, Sheet GR3 of the plans ♦ r ADA Feature- Parallel Curb Ramp Measurements Contractor As Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Pass Measured By WE.Coates Surveying Milepost N/A A j MEF Status Standard ADA a , . F-- d Cross Street Name NE 10TH ST Side Station 906+02 R MEF Reference Plan Sheet Reference GR4 I J.ocation SE W Geoportal 47.499273 -122.155}Geoportal Instructions Latitude Longitude &am ADA Feature Location Code DUVALL AVE NE/NE 10TH Jurisdiction City Compliance r oer MEF Criteria Site History Replaces an Existing Feature Constructed By City 1=1 00%t,i�r)ter nu=2rn 25II,s etconly I Measurement' Criteria 1 Diagonally Oriented? Ya Clear Space Achieved? Ye.. Landing pass CSW 1.87 ./ 2.00%Max %Max �—LN2 Renq, �Hurtug Rxn+p/RyhAA3 1 Pass CSL 0.67 I /2,00%Max °roMax r L — —Lu i I— �- pass N' 6.00 •v 4.00 ft Min ft Min RSil2 CSL KSNJ / r-- r— r-- pass L 5.00`� 4.00 ft Min ft Min ! Cswll 1 t Ramp Left#2 /i "-Present? /CSN211 , � 11 „AF $N/�') I I pass RSN2 7.62 J 830%Max %Max p.-ido pass CS#2 1.40 "� 2.00%Max 'A Max `- GB5 G83 - G 2 i `` OWS® GB7 - / - - Gutter �(/ qy\ pass WN2 6.00 I✓ 4.0011 Min ft Min 06'-i `- Counter Slope%®� ., LN2 9.20 %.1nFomtational Enter Grade Break(GB)data in the Table at right Ramp Right#3 —Present" (,�DWS-L(— pass RSN3 5.73 8 30%Max %Max G84 I I GB6 „ _ Ra m p Karp ows ��Dws w f �y as ✓ 2 00%Max °�Max fff S,.y �" pass t:SN! 1,87 Curb \ h^C Leming ., GB3-GB2- 1 \r Curb Gap Oa �— \ -` pass W43 - 6.00 ✓ 4 00 ft Min ft Min E,dm CLAW Mid Ty pa in II in Table ---DWS-I \`- l 3 5.60 ti/Informational Gap OD Detectable Warning Surface Detail Notes: Counter Slope ,p Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope (;)GB must be flush—record worst case measure of vertical change RS=Running Slope pa^" S 4.99'1. 5.00%Max %Max over the length of each GB. CSW-Cross Slope of Width (,)i Measure Counter Slope between GB1 and GB2(Gutter)—n no gutter, CSL=Cross Slope of Length pass CSW+S 6.86 7.00%Max %Max measure 1 ft max from GP.2. (1)Slope arrow indicates positive read. Just record value when both W=Width Grade Breaks (paper form:toter fraction or decimal of an inch) directions shown L=Length ®Detectable Warning Surface—see detail GB=Grade Break pass GBNI Flush co Measure Curb Gap,If present,between back of curb and DWS 6=Location Point —measure in the middle. (at middle of landing) pass GBN2 Flush NOTES pass GRN3 Flush pass GB404 Flush pass GB45 Flush `��// pass GBN6 Flash pass GBN7 Flusb Detectable Warning Surface pass L 5 00•/ Al Least 4 67 J ft pass W 2.00 v/ 200ftMin pass Color DOT- ✓/DOT-Yellow I Yellow pass Type Plastic 1.1 Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACHMALLOY 12/19/2022 pass CG ' 0.00 40.17ftMax I ft I'-oo8' 3"-025' 5"-042' 7r=0.58' 9°-675' 11"-092' 2'•017' 4"-033' 6'=050' 8"=0,67' 10'-0,83' Form Updated 7/31/2018 3 t f ADA Feature - Parallel Curb Ramp Measurements Contractor AS Database Schema: CR-PARA Phase Builts Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status pass ' Measured By W.E.Coates Survc in i Milepost N/A A j MEF Status Sundad ADA I. Cross Street Name NE 10TH ST Site Side Station 906+21 R MEF Reference Plan Sheet Reference GR4 [±ocatiot SE N ( Geoportal 47.499273 -122.155 Geoportal Instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NE/NE 10TH Jurisdiction City Enter numbers only Compliance Site History Replaces an Existing Feature Constructed By City 1=1 00%,2:2a-2 25 n.etc Measurement Criteria MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes pass Landing pass CSW 1.63 '''' 2.00%Max %Max Culp — pass CSL 1.39 2.00%Max 'Ye Max l Ramp(Leff)02 Landing Ramp(Right)p3 f --•--— L#2 —- L f—I L#3 1 —f I pass W 6.00 4.00 ft Min ft Min RS#2 CSL RS#3 r#2 I 1 f w — 3 Hass L 5.00' 400ftMin ftMin CSK2I� csw (— cs# � Ramp Left#2 Not Present G S4 1 ::tt- GB6�' RS#2 8.30%Max %Max :iilirrCurb / // CS#1 2.00%Max '%Max Gutter L- GBS� _-GB3 I , a DWS Q 'UB7 Wt,2 4.DDf(Min (1 Min C J Counter Slope%©I L O2 Informational Enter^adu Break{GB)data in the Table at r r;-1 Ramp Right#3 •-Present? l�DWS-L I----+ GB4 I - G86 pass RS#3 5.16 8.30%Max %Max`J ` Ramp Ramp Uv1,5 J I DWS-W 111 hs�� pass CS#3 1.40 Z00%Max %Max Curb --/ GB2-� Curb Gap©� \� pass W#3 6.00 4.00 ft Min ft Min GB3 1.03 3.18 Informational Enter Color and Type in the Table DWS-L-- Curb Gap® Notes: Detectable Warning Surface Detail Counter Slope O+ Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope r ®GB must be flush-record worst case measure of vertical change RS=Running Slope S 4.96 -o 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width ®Measure Counter Slope between GB1 and GB2(Gutter)-if no gutter. CSL=Cross Slope of Length '. CSW+S 6.59 7.00%Max %Max measure 1 ft.max from GB2. - )Slope arrow indicates positive read. Just record value when both W=Width form:enter fraction or decimal an Inch) directions shown. L=Length Grade Breaks (paper Or (Si Detectable Warning Surface-see detail. GB=Grade Break 61101 Fha3M ®Measure Curb Gap,if present,between back of curb and DWS ®=Location Point -measure in the middle. (at middle of landing) GB#2 Flush NOTES GB03 Flush ✓ GB#4 Flush GB#5 Flush GB#6 Flush `7/ G1347 Flush ,,,- Detectable Warning Surf e passAl Least 4.67 I, G.30 ft pass N' 2.00 2.00 ft Min pass Color DOT T-Yellow) Yellow type Plastic Truncated Measurement Instrument C4. alibrated by: Date: Curb Gap Serial Number: 1602601754 ZACH MALLOY 12/19/2022 CG OM017 ft Max I ft 1" 008' 3"=025' 5"-0.42' 7"=0.58' 9"-075' II"=092' -017' 4"=0.33' 6"=050' 8"=0.67' 10"=0.83' Form Updated 7/31/2018 • - e ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Bulks Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Par Measured By W.E.Coates Surveying Milepost N/A A i MEF Status Standard ADA i Cross Street Name NE 1(1111 ST Site Side Stationl906+52 R MF:F Reference Plan Sheet Reference GRS Location NI' ® Geoportal I 47499412 -122.156 Geoportal Instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NEME I0TH Jurisdiction Inter numbers only Compliance Site History New Feature Added to Site Constructed By 1-1 00% 2,25-2 25 h,etc Measurement Criteria I MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes Landing / pass CSW 1.51 V 2.00 Max %Max / -"r— Cot 1. �' -------- pass CSL 1.08 * 200%Max %Max f R..m7, — L inuiiiy f Rdmp iR,oht) ' f L#2 — LT— —I — L#3 r— —f----- peas W 5.00 •�4 00 fl Min 0 Min W#2 IiS1r2 CSL W 1NN3 pass L 5.00 4.00 ft Min (1 Min L r ! �// CSW lI 1 �tS/i�3 1 Ramp Left#2 P Present y CS#21 yr G ' Y ti/ 1 i C". tips pass RS#2 4.24 8.30%Max °la Max Curb i _ pass CSN2 1.57'��/2.00%Max %Max GBS G83 G 2 f ` DWS® GB7 _ pass WN2 5.00 ✓ 4.00 it Min fl Min Gutter r G 1 6 Counter Slope%®� LN2 6.50 ✓klbflnational ,- Enter Grade Break(GB)data in the Table at right Ramp Right#3 —Present^ �—DWS-L�-� Gas 7. i — G 6 RBrf� /mp pass RSN3 7.20,V 8.30%Max %Max Dws I DWS-W� Oh�� L � pass CSN3 1.51 :� 2.00%Max %Max �V . / �` s� �� pass W#3 5.00� 4.008Min ft Min GB3 GB2 r Curb Gap®� /v Triter Color and Type in the Tabl�DWS-I I� urb Gap L13 12.28 V IntonationalIntonationalDetectable Warning Surface Detail p s� Notes: Counter Slope O Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope A ®GB must be flush—record worst case measure of vertical change RS=Running Slope pass S 1.87 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width CO Measure Counter Slope between GB 1 and U82(Gutter)--it no gutter, CSL=Cross Slope of Length pass CSW+S 3.38 7 00%Max %Max measure 1 ft.max.from GB2. 0" Slope arrow indicates positive read Just record value when both W=Width r form.enter fraction or decimal of an inch) directions shown. L=Length Grade Breaks (Dept ®Detectable Warning Surface—see detail GB=Grade Break pass G BNI Flush V ®Measure Curb Gap,if present,between back of curb and DWS ®=Location Point —measure in the middle. (at middle of landing) s/ pass GBN2 Flush NOTES pass GB#3 Flush V pass CBN4 Flush tJ pass GBN5 Flush pass GBM6 Flush / ` pass CBN7 Flush" Detectable Warning Surface pass L 6.00 ✓ Al Least 4 6/ ft v pass W 2.00 '''' 2 00 tt Min pass Color DOT- JDOT-Yellow Yellow pass Type Plastic V Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACI I MALLOY 12/19/2022 pass CG I 0.00 017 ft Max ft I-=008' 3--025' 5"-04_ r-o.SS 9"-0.75' 11--092' 2" 0 17' 4"_((33' 6"=050' 8"=067' 10"=083' Form Updated 7/31/2018 ki -- 1 ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status pass • Measured By W.E Coates Surveying Milepost N/A A ? MEF Status' Standard ADA Cross Street Name NE 10TH ST 5,Lts Side Station 906+12 L MEF Reference Plan Sheet Reference G + Location SW E Ge000rtal 47.499274 -122.157 Geoporlal Instruction& Latitude Longitude Aram ADA Feature Location Code DUVALL AVE NE/NE 10TH Jurisdiction City Enter numbers only Compliance Site History New Feature Added to Site Constructed By City 1=1 00%.22k=2 25 ft.etc Measurement Criteria MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes tie Landing pass CSW 1.32 ✓/ 2.00%Max %Max Cub pass CSL 1.09 ✓ 2.00%Max %Max f Ramp(Lel)#2 Landing I# Ramp(Right)#3 J ^- —L#2 —---�-- L(-- - L#3 pass W 5.00 1 4.00 ft Min ft Min RS#2 CSL RS#3 W#2 �= I= 13 pass L 5.20 �/ 4.00 ft Min ft Min CS#2 �--✓�, cswj(— cs# �— Ramp Left#2 Present GB4 I — - GO( i pass RSk2 3.82 ✓ 8.30%Max %Max ( t Curb a// `/ pass CSk2 0.99 � 200%Max %Max Gutter G85 / -GB3 1�' \�. DWS® ' 'B7 J �// WN2 5.00 N/4.00 ft Min fl Min •G81 \- Counter Slope%p r— LN2 8.60 — Informational E^ter Grade Break(GB)data in the Table at right Ramp Right#3 Not Present GB4 H-DWS-L I---•-I GB6 Ramp Ramp RSk3 8.30%Max %Max pvvs � DWS-W 1 r �� 3;,� ,ANINkCS#3 2.00%Max %Max Curb W#3 4.00ft Min It Min GB3 GB2 Curb Gap©�- Enter Color and Type in the Table DWS-L— UO3 InlOrmatdnal Curb Gap Detectable Warning Surface Detail Notes: Counter Slope pO Record the steepest,shortest,or worst-case measurement found. ,CS=Cross Slope Or GB must be flush—record worst case measure of vertical change RS=Running Slope pass S I 4.45 ".1. 5.00%Max a/o Max over the length of each GB. _ r CSW=Cross Slope of Width Oa Measure Counter Slope between GB1 and GB2(Gutter)-If no gutter, CSL=Cross Slope of Length pass CSW+S 5.77 7.00%Max %Max measure 1 ft.max.front GB2. D Slope arrow indicates positive read. Just record value when both W'Width directions shown. L=Length Grade Breaks (paper Form enter fraction or decimal of an inch) O Detectable Warning Surface—see detail. GB=Grade Break pass GB#1 Flush ✓ ®Measure Curb Gap.If present,between back of curb and DWS ®•Location Point —measure in the middle. (at middle of landing) pass GBN2 Flush ;."/ NOTES pass GBN3 Flush % pass GBk4 Flush J 11 pass Gees Flush GBM6 Rhuh GBN7 Flush Detectable Warning Surface pass L 6.08 ' Al Least 4 87 / ft pass W 2.00 J 2.00 ft Min -pass Color DOT /DOT-Yellow Yellow ` pass Type Plastic "" Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACI1 MALLOY 12/19/2022 pass CG 0.00' 017 ft Max ft 1"=008' 3"-0.25' 5 042' 7 058' 9"•075' II"-0.92' 2" 0 IT 4"=0 33' 6"-0 50' 8"-0 67' 10",-0.83' Form Updated 7/31/2018 i r ADA Feature - Parallel Curb Ramp Measurements Contractor As Database Schema: CR-PARA Phase Builts Contract/Work Order CAG-20-065 Date Measured I/24/2023 SR DUVALL AVE Survey/Feature Status D Measured By W E.Coates Surveyin_ Milepost N/A A ,1 MEh'Status Standard ADA Cross Street Name NE 10TH ST �llEME Station 906+68 R MEF Reference Plan Sheet Reference GR5 Location NE W ' Geoportal ( 47.499412 -122.156 G oponal Instruulor.% Latitude Luugitudc AU.Ura"v ADA Feature Location Code DUVALL AVL NE/NE 10T11 Jurisdis tiou City Compliance Elite,numbers only I Measurement Criteria I MEF Criteria Site History New Feature Added to Site Constructed By City 1=1 00%,221=2.250.etc Diagonally Oriented? Yes Clear Space Achieved? ‘es Landing f pass CSW 1.13" 2.00%Max %Max Curb pass CSL 1.71 ' 2.00%Max %Max 1 Ramp(Left)442 Landrno Ramp(kk7no#3 1 �w A 00 R Min ft Min _,i_.... L# —2( .. - L! ...1. L#3 _+ _- pass W 5.00 KSirL CSL RS43 W#2 I— w W#3 - pass L 5.00 4.00ftMin It Min I csvv'� I Ramp Left#2 Present' cs#z c cs 1 — �� COBB pass RSN2 ( 7.51 �''�8.30%Max %Max �� 1 / '1'r\ 1 • pass CSN2 1.13 2.00%Max %Max Curb `/ // V :17 - Grrtter GBS� -GB3 / /J DWS® pass WN2 5.00 4.00 ft Min ft Min 01 -1 \ Counter Slope%p r— LN2 7.89 -1 IMomletiotlM Enter Grade Break(GB)data in the Table at right. l� �J Ramp Right#3 •-Present" GB4 7 I DWS L I GB8 pass RSN3 1.93✓ 8.30%Max %Max ( i , ._:: Ii5 T O ReinP` Ramp `\ ::ows Dws w y ears CSO3 1.71 200%Max %Max Curb 0.`:I �� Landing Si \ � _- pass WN3 5.00 U 4.00 ft Min ft Min GB3�G132-1 j Curb Gap®� �\' T Enter Color and Type in me Table �_DWS-L'�curt,Gap QD L/I3 11.60"-'IMon atonal Detectable Warning Surface Detail Notes: Counter Slope +®Record the steepest,shortest,or worst-case measurement found CS=Cross Slope ®GB must be flush--record worst case measure of vertical change RS=Running Slope pass s 5.00 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width ®Measure Counter Slope between lib1 and ub2(Gutter)—if no gutter, CSL=Cross Slope of Lengthpass CSW I S 6.13 L00%Max %Max measure 1 fl man,from GB2. ®Slope arrow indicates positive read. Just record value when both W=Width Length Grade Breaks (paper form:enter fraction or decimal of an inch) L=Len directions shown. 9 1//f p Detectable Warning Surface—see detail. GB=Grade Break pass GBNI Flush ®Measure Curb Gap,if present,between back of curb and DWS ®=Location Point / —measure in the middle. (at middle of landing) .V/ pass GB#2 Flush NOTES pass GB#3 Flush l/ pass GB#4 Flush •V pass GBN5 Flush 5o pass GB#6 Flush -1 pass GB#7 Flush J Detectable Warning Surfpce pass L 5.80 i At Least 4 67 ft pass W 2.00 kii 2.00 ft Min pass Color DOTJ 1OT-Yellow! Yellow / pass Type Plastic L Truncated Measurement Instrument Calibrated by: Date: Curb Cap Serial Number: 1602601754 ZACH MALLOY- 12/19/2022 pass CG 0.00 .4 017 ft Max I ft I"-0OA' 3"=025' 5"-042' 7"-058' 9"-075' II"=092' 2"=017' 4"=0.33' 6"=0 50' 8"=06T 10"-083' Form Updated 7/3 1/2018 } S ADA Feature-Parallel Curb Ramp Measurements Contractor As- Phase HuntsDatabase Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Pala Measured By W.E.Coates Surveying Milepost N/A A ? MEF Status Sward ADA Cross Street Name 12TH ST Mt Side Station 919+78 L MEF Reference Plan Sheet Reference GR6 Location NW S Geoportal 47.502998 -122.157 Geoportal Instructions Latitude Longitude Accuracy ADA Feature Location Code DUVAL AVE NE/NE 12TH 1 Jurisdiction City Enter numbers only Compliance Site History New Feature Added to Site Constructed By City 1=1 00%,2 25,=2.25 ft,etc I Measurement Criteria I MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes noes Landing pass CSW 2.00 1112.00%Max %Max Curti pass CSL 1.59,/ 2.00%Max %Max Ramp(Let)02 Lending Ramp(Right)#3 -.---I--L#2 1 — L - L#3 r— --- pass W 5.00 1 4.00 ft Min ft Min W#2 RS#2 CSL W RS#3 W#3 (— I- I 1_ —_ r_ pass L 5.00 4 00 ft Min ft Min CS52 (— CSWI� cs Ramp Left#2 I Present �) x G�y c_ B6 G 1� pass RSM2 6.63 v 8.30%Max %Max 1 � t Curb / ` 1 c' `, pass CSM2 1.26✓ 2.00%Max %Max Gutter GB6 GB3~ G2�, DWS C. G87 / Q1\ pass W#2 5.00 " 4.00 ft Min ft Min GI7[-, `Counter Slope%CO LM2 11.00-✓Informational Enter Glade Break(GB)data in the Table at right x p Ramp Ramp Right#3 PH.- resent DWS-L�- 1 GB4 7GB6 pass RSM3 1.45 .�830%Max %Max owS I") DWS-w O Ram pass CS#3 2.00 2.00%Max %Max Curb GB3- GB2-I Curb Gap®r pass WMJ 5.00✓ 4.00 Win ft Min r �,.,_ LM3 6.00 . Infor nalionei Enter Color and Type in the Table DWS-L Curb Gap Detectable Warning Surface Detail Notes: Counter Slope C Record the steepest,shortest,or worst-case measurement found CS=Cross Slope ®GB must be flush—record worst case measure of vertical change RS=Running Slope pass S ( 0.54 t..4 5.00%Max %Max over the length of each GB. ®Measure Counter Slope between GB1 and GB2(Gutter)—if no gutter, CSW=Cross Slope of Width ( ) CSL=Cross Slope of Length pass CSW+S 2.54 7,00%Max To Max measure 1 ft max.from GB2. <C Slope arrow indicates positive read. Just record value when both W=Width Grade Breaks (paper form enter fraction or decimal of an inch) directions shown L=Length ©Detectable Warning Surface—see detail. GB=Grade Break .✓ pass CBI Flush ®Measure Curb Gap,if present,between back of curb and DWS ®=Location Point —measure in the middle. (at middle of landing) pass GM Flush NOTES pass GBM3 Flush ,..I" pass GBM4 Flush ''''''' pass GBM5 Flush ✓ BM pass G6 Flush ../ pass G107 Flush / Detectable Warning Surface pass L 6.00✓lAl Least 4 67 ft pass W 2.00 ,/2.00ftMin pass Color DOT- ✓ T-Yellow Yellow pass Type Plastic ` Truncated Measurement Instrument Serial Number: Calibrated by: Date: Curb Cap 1602601754 ZACH MALLOY 12/19/2022 pass CG I 0.00 A 0,17 ft Max I fl I"--0.08' 3"=0.25' 5"-042' 7" 0 58' 9"=0.75' 11'=092' 2"' 017' 4"-033' 6"=0.50' 8"-0.67' t0"-083' Form Updated 7/31/2018 r r ADA Feature - Parallel Curb Ramp Measurements Contractor As Database Schema CR-PARA Phase Builts Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status, oaaa Measured By W.E.Coates Surveying Milepost N/A A j MEP Status standard ADA Cross Street Name I2TH ST I ligStation 9204 l5 L MEF Reference Plan Sheet Reference GR6 •Location NW E Geoportal 147.502998 -122.157 Geoportal Instructions Latitude Longitude Acculo<t( ADA Feature Location Code DUVAL AVE NEINEI2TH: Jurisdiction City Compliance Elite(rtumbars only I Measurement Criteria I MEF Criteria Site History New Feature Added to Site Constructed By City 1=1 00%,taz-2.25 N.ate Diagonally Oriented? Yes Clear Space Achieved? Yes pass Landing f pass CSW 1.57 f 12.00%Max %Max nob _ pass CSL 1.45 �444 2 00%Max %Max I Ramp(Len)Art Landing 1I Ramp(Right)03 i / - 1 Lilt I - - - L r —t----- Lt/3 I--- -' pass W 5.00 1 4 00 ft Min ft Min RSki CSL W#2 1---- f= W W#3 passL 5.00 4.00 ft Min ft Min r— I-- eswII I 1,-- i Ramp Left#2 Present \ ca#zil _. ) GBfiv I pass RSN2 I 7.08 ✓ 13.30%Max 9laMax !'upb pass CS02 1.07 2.00%Max 0/o Max GBS� -GB3 - / Goner G DWS di) �pass W#2 5.00 4.00ftMin ft min Gift�/2/-) \- Counter Slope%OI-- LN2 9.80'/Infonnational Enter Grade Rr,;an I GB 1 darn in:•ie',:lb U.it'q't Ramp Right#3 Present GB4 DWS-L I-----I C GB6 pass RS,* 3.62 .../ 8.30%Max %Max Ram\ `� LWS } Ramp DWS-W I— °h�y, ^h� [weft; // pass CS#3 1.43 20091,Max %Max �� --�' /� pass WN3 5.50 I 4 00 ft NMfl Min GB3 GB2 -Curb Gap 1)I-- Enter Color and Type in the Table ."------ '-- LN3 9.80 Y 1nIOmWtbnal Detectable Warning Surface Detail DWS-L co k Gap Notes: Counter Slope )Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope ®GB must be flush—record worst case measure of vertical change RS=Running Slope pass S I 2.57 5.00%Max %Max over the length of each GB. CSW=Cross Slope of Width 0 Measut a Courtin Slops bulweeu GB 1 dlsl GB2(Outten)—If in.,gullet, CSL=Cross Slope of Length pass CSW I S 4.14 /00%Max %Max measure 1 ft.max.from GB2. O Slope arrow indicates positive read- Just record value when both W=Width form:enter fraction or decimal clan inch) Breaks (paper ) directions shown. L=Length p Detectable Warning Surface—see detail. GB=Grade Break pass GBNI Flush J ®Measure Curb Gap,If present,between back of curb and DWS ®=Location Point —measure in the middle. (at middle of landing) pass GBN2 Flush ✓ NOTES pass GBN3 Flush ./ pass GBN4 Flush pass GBNS Flush✓ pass GB106 Flush ✓ pass GB07 Flush v/ Detectable Warning Surface pass L 5.00 1,/Al Least 4 67 ft pass W 2.00 Ai 2 00 ft Min pass Color DOf- ✓DOT-Yellow' Yellow v' pass Type Plastic so, Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 _ ZACH MALLOY 12/19/2022 pass CG 0.00017 ft Max I 8 1--008' V-025' 5"=042' 7"=058' 9"-075' 11'=092' 2"-0 17' 4"-033' 6"=050' 8"=0.6T 10"-083' Form Updated 7/31/2018 1 ADA Feature - Parallel ] rection Mt �n l� 6 Curb Ramp Measurements Contractor As- CR-PARA-1DIRECTION Phase Builts Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status( Measured By W.E.Coates Surveyin Milepost NA A a MEF Status Has MEP Cross Street Name NE 12TH ST Corner Station 919+55 R MEF Reference 214-1779-045 Plan Sheet Reference CR5 Location SE N Geoportal 47.50292 -122.157 Geoportal Feature Location Code DUVALL AVE NE/NE Jurisdiction Instructions Latitude Longitude Accuracy ADA Enter numbers only I M.aaar.menti Compliance I MEF Criteria History New Feature Added to Si Constructed By City 1=-I 00%, =2.25 a.etc Crlbda Diagonally Oriented? NO Clear Space Achieved? "hi pass Landing �"'� ' FAIL CSW `► 9.30 2.00%Max 8.3%Max- I )'op Area I Remy Landing I pass CSL 1.57 2.00%Max %Max e' —L r-- --- —D r— - OW pass W#1 5.00 11/ ft4.00 ft MinMin CSL W24/ RS W1(6 CSL J �Ge2 ° Crosswalk pass D#1 8.30 // r 4.00 ft Min ft Min csW l GB3 csw'I csi r: . Ramp 'Jr cum `�_��•--� ass1.57 8.30%Max °/Max Gu/ree G86 GB5 GB4 � 1 P RS Ma a OWS® -.. Counter Slope pass CS 1.45 '.'y 2 00%Max %Max II .1 L Crosswalk pass L 8.30 v 15.00 ft Max ft Max or'w'�s-w �/ Cure I Enter Grade Break(GB)data in the Table at right. Top Area o o Gap co informational CSL 0.08 %./ rr si Dws-L oars- ,;a o Rwrab cendrpass CSW 1.75 2.00%Max %Max L • Buffer 7JJJ� GB4 curt, r �/ pr.....„0 Gunter pass W#2 5.00 ../ 4.00 ft Min ft Min CM! Counter Slope With Buffer May serve only a single Enter Color and Type in the Table crossing,parallel to roadway paSS S ME 5.00%Max %Max Detectable Warning Surface Detail pass CSL+S 4.84 7.00%Max %Max Notes: 0 Record the steepest.shortest,or worst-case measurement found. CS=cross Slope Grade Breaks (paper form,enter fraction or decimal of an inch) ©GB must be rush—record worst case measure of vertical change RS=Running Slope over the length of each GB. CSW=Cross Slope of Width pass GB#1 F ,lush ,. ©Measure Counter Slope between GB1 and GB2(Gutter)—if no gutter.measure 1 ft.max,from G8 CSL=Cross Slo2. pe of Length OO Slope arrow indicates positive read. Just record value when both W'Width pass GB#2 Flush directions shown.. L=Length / ®Detectable Warning Surface—see detail. GB=Grade Break pass GB#3 Flush O Measure W1 al the bottom of the ramp.W2 at the top. ®=Location Point ®Measure Curb Gap,If present,between GB4 and DWS (at middle of landing) —measure in the middle pass G13#4 Flush pass GB#5 Flush NOTES t--iss GB#6 Flush ,.% COMBINED RAMP AND LANDING Detectable Warning Surface pass L 5.00At Least 4.67 ft pass W 2.00 1/ 2.00 ft Min pass Color DOT J DOT-Yellow Yellow V pass Type Plastic •' Truncated Measurement Instrument Serial Number: Calibrated by: Date: Curb Gap 1602601754 ZACH MALLOY 12/19/2022 ('G 0.00 4 0.17 ft Max ft 1"-0.08' 3"=025' 5"=0.42' 7"=058' 9"=075' 11"-0.92' 2"=0.17' 4"-0.33' 6"=0.50' 8"-0.67' 10"-0.83' Form I'pdated 7/1l/0l8 e 0 ADA Feature-Sidewalk Measurements contractor Database SW-TNTER Phase As-Builts Schema: Contract/Work Order CAG-20.065 Date Measured 1/24/2023 SR DUVALL AVE L Form Suomi Palm Measured By W E Coates Surveying MEF Mani .'AIM Street Name DUVALL AVE It Side MEF Reference Plan Sheet Reference RDI Location W 0 Feature Location Code RDI SIDE WALK Jurisdiction City Aleastiresments recorded on this form are for rune side only. Our not min measurements from both sides on the same form. Site History Replaces an Existing Feature Constructed By Private _ Dropout Sidewalk Width(SWW) Cross Slope(CS) 41 Jnstructionp Accuracy Enter numbers only Geouortal 2-100%.it,4=2 25 a.etc Measurement Measurement Location Sidewalk ADACanipl nen ADA CURB MEF Criteria MEF MEF Cdbd. mommememimminummommammammi Latitude Longitude Station MP Characteristics Obstruction 4.00 ft Mln 2.00%Max BENIpass 47.480925 -122.15651 50+84 NA I stun ut5u la eral naa. 6.00 ftMin IA2 ke %Max pass 47488925 -12215651 51+00 NA Measurement 6.00 nMin 1.00 L %Man SIDEWALK CURB pass 47488925 -12215651 51+19 NAMeuutement 6.00 ftMln 0.67 %Max mmummemmumemememmemmmmem/�/ {�,j��3j(��%� /�/ pass 47468925 -12215651 51+43 NA 2lntr+d 6.00 ftMin 0.82 v %Max � �/��'��//////�� pass 47488925 -122.15851 51+84 NA M.aKa•�rut 6.00 • SMIn 0.90 %Mu 1111111N111 pass 47488925 -122.15851 52+28 NA 6 End of Sidewalk 5.40 J' ONIs 1.36 %Mu ft Min %Max SIDEWALK ft Min %Max OBSTRUCTIONS ftMln %Mat ft Min %Max <4ft El RMin %Mu <4n II Min %Max Qlt ft Min %Max tell rt Min %Max _ ftMin %Max a 411 ft Min %Max WALL ft <411 mule a':lJII;a ft Min %Max [K•J IA E?I•:a.^._?x:i O no, %Max ft Min %Max a 4a S Min %Max . <4. Stein %Mu aAE.I11.1a.7--10:1M SMIn %Max �i-a•7a:7n;i [ II Min %Mu <411RMin %Mu =_ ftMin %Mu E 11•:a.7-111:411 S Min %Max ft Min %Max NOTES SMln %Mu ft Min %Mu ft Min %Max It Min %Max ft Min %Max ft Min %Max a Min %Max ft Min %Mu a Min %Mu ft Min %Max ?Measurement Instrument Calibrated by: Serial Number: LACH MALLOY ft Min %Max 1602601754 Date: 12/19/2022 RMin 36Mu -t'-o0a S'-023 1'•042 7'-0 sr 9'.073' I1.-09r 2`•atr 4'-o.ur 4'-050 •'-oar 10'-013' Form Updated 7/312018 , • ADA Feature-Sidewalk Measurements Contractor Database Phase As-Builts Schema SW-INTER Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE L Form Status Mat MEF Status "�A0A i Measured By W E Coates Surveying _ Street Name DUVALL AVE Z11 Side MEF Reference Plan Sheet Reference RD2-RD4 Location E 0 Feature Location Code SIDEWALK 7TH-9TH Jurisdiction City Mellsuresnlents recorded on this form arc for one side only. Do not mix measurements from both sides on the some form. Site History Replaces an Existing Feature Constructed By City Geopon al lnstructi003 Sidewalk Width(SWW) Cross Slope(CS) &l0 6Y Geonortal Enter numbers only Measurement Measurement j•100%,ult.2 25 a.alc Location Sidewalk AM ADA CURB Campllsncs mitatinamoimtatommommeamObstruction MEF Criteria MEF Criteria�� Latitude Longitude Station MP Characteristics TI 4.00 2.00Yr Max pass 47A96639 •122 122.15649 892+21 NA 6.00.00 ttMln 0.8 %Max Wss 47496639 15649 693+23 NA a 6.00 ./� RMin0✓ 1.23 '! %Max Memseessum SIDEWALK 1 IMrrssl CURB pose 47496639 -122 15649 894*05 NA Measurement 6.00 RMin L01 '..# %Max momminamommimemmemmeimmumememenemmiemi pass 47 496639 -122 15649 894+57 NA 2 hemsl 6.00 s/ RMin 1.14 � ir%max //�//////A pass 47496639 -12215649 894+88 NA Mess 6.00 1✓ 9Min 0.97 ,/f I%Max 111111111i■� pass 47 496639 -122 15649, 895+39 NA Atauuenwxa 6.00 .✓ AMin 0.92 '✓/ I%Max boss 47498639 -122 15649 895+94 NA COO .14 AMin 0.90 ✓ %Max Marnoirinaw SIDEWALal K pass 47 496639 -122 15849 896+04 NAa 5.00 r✓ ft Min 1.26 >/ %Mae MCSOBSTRUCTIONS Was 47496639 -122 15649 896*73 NA WA ,. 6.00 ,/ II Min 0.88 ,/ I%Max pass 47496639 -12215649 897*25 NA ' 5.00 ✓ RMin 1.15 '- %Max e 4q pats 47 496639 -122 15649 697082 NA Aka n 6.00 . ft Min 1.38 sel I%Max <4e Wss 47 496639 -122 15649 898+51 NA 2 Annxd messe:mem 6.00 flMin 1.55 %Max ■Eit4a 1.T..i ass 47496639 -12215fi19 899+10 NA 2 6amat 6.00 L illp Memo:mmi s,/ RMin 1.64 j %Max L1. ft Min I%Max ft Min %Max <art WALL ftMin I%Max ti <411 lardill EY:3 rl Ts.� RMin %Max n�*� RMin %Max EArr R Mln 1.%Max A Min %Max o 4a MD Ifill <4a II Min %Man A..i.4E.11C� A Min %Max �11•TiM1114M <Ks� - RMin '%Max e 4R R Min ';%Max -N.Wi �••4 : AMin %Max _ ■ lla'11'0 RMIn %Max ['rL[]I A Min %Max NOTES ft Min I%Max ft Min %Max R Min 1%Max ft Min 1%Mao AMin i%Max II Min %Max ft Min %Max ft Min %Max AMin %Max R Min %Max Measurement Instrument Serial Number Calibrated by: LACH MALLO\' RMin %Man 1602601754 Dale: 12/19/2022 R Min %Max I. 9aa i`-025' S.-u47 2'-a SIP 9'-015, 11'-092' r-sir 4`-033' ti-050' r-011' Pr-Cat Form Updated 1/31/201n r • ADA Feature-Sidewalk Measurements contractor Database SW_iN,1 R Phase As-Builts Schema. Contract/Work Order CAG-20-065 Date Measured I.24/21)23 SR DUVALL AVE R Form Status Inca Measured By WE Coates Surveying MEF Status snm.rd ADA Surveying Street Name DUVALL AVE 11-----L42 Side MEF Reference Plan Sheet Reference RD4 RD5 Y Location E I 0 Feature Location Code SIDEWALK 9TH-10TH Jurisdiction City ICWiiresments recorded on thin farm are for one side only. On 001 Mk measurements from both sides on the.same form. Site History New Feature Added to Site Constructed By ray Ceia0X1 Sidewalk Width(SWW) Cross Slope(CS) at Instructions !Kuno ! Enter numbers only Measurement Measurement 00%,�=225h etc Location Sidewalk ADACanpaaoca Alto CURB Campllancs Obstruction MEF Cdleda MEF Ctltada T ` Latitude Longitude Station MP Characteristics T s 4.00 h Min , 2.00%Max 1 55Mm t r S I.,.t., pus 4/498419 12215644 900+43 NA I sanorsidewelk 6.00 RMin 0.50 %Maxax i {a» 47 498419 -122 15644 900+87 NA 2�t""I / 6.00 '/ tl U 0.89 •/ %M Mwwruniaa ‘-SIDEWALK nun 47498419 -12215644 901+37 NA 2 lot"`°I 6.00 ,/ lIMln 1.03 '� %Max _L'.'E- 1 7.k-.4w.a 2 Mims) peal 47.498419 -122.15844 901+88 NA 6.00 RMin 0.31 %Max Or Mpxu L rwnera /0".404=WeelAril .1 Waist pane 47498419 -12215844 902+37 NA ntaru4era+a 6.00 a✓ %MIn 0.68 %Max 111: Intenvl palm47498419 -12215644 902+97 NA N,,_,ra„ i 6.00 flMin 1.00 %Max pace 47488419 -12215fi44 903+29 NA flax0 S.OU 7- It Min 1.53 ✓ %Max SIDEWALK :bonsai pass 47498419 -12215644 903+87 NA m,., . 6.00 ✓ fMln 1.54 V %Max OBSTRUCTIONS21m ec pass 47498419 -12215644 904+315 NA 6.00 .�x It Min 1.03 >.Z %Max Meaxurwnmt pass 47498419 -12215844 904+90 NA 2lnunal 5.00si. II Min 1.46 %Mu 8 0a,ECTMwsuremmi Ott onss 47490419 -12215644 905+44 NA M.Marronr 6.00 5Min 1.03 %Max 4 4h %MIn %Max reel■tiils'driLlC411 A Min %Mu A Min %Max 1 AMIn %Mu • 4n 1 fi----- fl Mn %Max WAI <aR �E9a*W71Ci fl Min %Max ■�?f,d74a7i ft Mn %Max t Q�': I AMin %Mu II I AMin %Max tom-tR BENC: I ■ _ 4h AMin %Max I o ■i-:0:4'1'3T,i A Min %Man �* I CI CMIn %Mu tIRP n Min %Max 4R 1 'Y ft Mn %Max ■W11.1'4 3E0 I %Min %Max 1r4,5411111 r�'] A Min %Max NOTES ft Min %Max a Min %Max A Min %Mu f M6 1%Max %Min %Max fl Min %Mu I a Min %Max 11 Min %Mu 5 Min %Mu A Min %Max SIrnaurement Invrnmem %MIn %Mu tierial NI/Ink, t abbraled by: "I_AC II mm.LOV 16026111"54 Date' 12%192022 %Min %Mu L -- w-an - -- ttt.aan- _.._ • to-oat """�- -----_-- Form Updated 7/11/2018 ADA Feature-Sidewalk Measurements contractor Database SW-INTER Phase As-Builts Schema Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE I. Form Swum sass Measured By W E Coates Sun'eymg htEF States w+•^+^tt^ Street Name DUVALL AVE Side MEF Reference Plan Sheet Reference RD5 i.ocation W 0 Feature Location Code SIDEWALK 9TH-10TH Jurisdiction City Jleasuresmenls recorded on this form arc for one side md5. Du not mix measurements front both sides on the sonic form. Site History New Feature Added to Site Constructed By City Geoport Sidewalk Width(SWW) Cross Slope(CS) Ai Inatructlons assaMt Ge000rtai Enter numbers only Measurement Measurement2•tarsi,IX•226 R.Ne ADA CURB Location Sidewalk ADACempnenee Compliance Obstruction MEF Criteria MEF Criteria�� Latitude Longitude Station MP Characteristics T 4.00 2.00%Max pass 47.498923 -12215675 903+26 NA 2 Wesel Museetemest 5.00 .00 ftMin 0.67' '%Max Mwawnnml pass 47 498923 -122 15875 903+88 NA -tWens! 5.00 fl Min 0.79 V %Max a CURB SIDEWALK pass 47498923 -122.15675 904+49 NAMer�� 5.00 flMin 1.21 %Mac ommEmaimmannnmmamminmatmwmii pass 47498923 -122.15675 905+04 NA alaw•em at 5.00 ftMin 0.78 '� 1%Max ////// / / pass 47498923 -12215675 905+54 NA 2 hmrsd 5.00 ✓ AMin 0.80 � %Max 1111111111■I Mnswnnem A Min %Max fl Min i%Max SIDEWALK ft Min %Max OBSTRUCTIONS hMin I%Max ft Min %Max OBJECT - <4110 1lMin i%Max <40 AMin '%Max mi E-qi;4.7.11M A Min %Max M5.11..a'.^.R:i ( s AMin 1%Max ft Min %Max <4A II Mn %Max WALL fi <4R IA wile.a'.^wti A Min %Max IRA■E1i•74V.1.- i 1Min '%Max AMin 1%Man II Min '%Max . If <41 ft Min %Max ii E?1•'.47.;Ti A Min %Max ■E11.7T.70..f M1 [•1rLi f ft Min ha,Max <4R ftMin i%Max - = A Min %Max Jtfl•a':J �1i. ftMin %Max [�.L) ft Min i%Max NOTES ft Min '%Max A Min I%Max A Min %Max A Min %Max A Min %Max ft Min %Max 1 Min 1%Max A Min %Max ft Min %Max t Min I%Max Measurement Instrument CRltbrated by: Win %Max Serial Number: z.cii MAU.OY 1602601754 Date: 12/19/2022 ftMin %Max 1--o Oa r-025' /- 0A0 T-051 o-u'f3' II--o9T X*-O.IT 4'^OJ!' 6--0l0 a'-06T 10..013' Form Updated 7/31/201x r r ADA Feature Sidewalk Measurements contractor Database SW-INTER Phase As Builts Schema: Contract I Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE R Form Status Pm. Measured By W E Coates Swim/mgMEF Stains s ndAon Street Name DUVALL AVE re Side MEF Reference Plan Sheet Reference RD6•RD6 ICI 1i T 0 Feature Location Code SIDEWALK 10TH-12TH Jurbdicti0 CUy Sleasuresntenis recorded on this Pot m are for one side nnly. Du nut nlic meusurrwents from both side;on the Name ibtm. Site History Now Feamm Added to Site Constructed By City - CieOport Sidewalk Width(SWW) Cross Slope(CS) Al Instructions _ Geosortal Enter numbers only Measurement Maaurammt 1e1Ap%,j„2§a22eg.etc cuRO Location Sidewalk ADAConpganw ADA MEF Criteria Compllanca MEF Merle mmanimnimammammaimiLatitude Longitude Station MP Characteristics Obstruction 4.00 ft Mln 2.00%Max 11 �• NI■� pass 47502136 -12215651 912+67 NA llatenal 5.50✓ XMn 0.51 - %Mar 7wkaaxmam / pee: 47 502136 -122 15653 913+59 NA x1N ui asl 5.00 �, II M n 0.94 %Mar SIDEWALK 2 lMnc'J ^ pass 47 502136 -122 15653 914+27 NA 5.00 %./, ft Min 1.03 %Max ^y //�/J� pan 47502136 -12215653 914+03 NA w 5.00 y/ It Min 1.26 %Max /�/1/�/�// n,a< d7 5f1217F -122 15aS7 915M4 NA :lama :: V a Min 0.91 ' %Max MEE pass 47502136_-12215653 916+23 NA 2Inlensl 5.00 XMn U.Y! %Max Mmaurcmcnt pass 47502136 -122 15653 917+52 NA anawa S.OD OM 0.99 %Mu SIDEWALK pass 47502136 122 15853 916+22 NA xfsvt 5.00 ftMin 1.27 ✓ %Max OBSTRUCTIONS pass 47502136 -12215653 916+67 NA ��1tt 5.00 �/ RMin 1.97 %Max it Min %Max <411 0 ftMin %Max T411 RMin %Max [tlE�a n:a:>n:a ft Min %Mu ■E+1x1a:!va:a C It Mn %Max R Mn %Max <40 RMin %Max WALLik <an . fl Min %Max ll E:?1.747.747 ExIIIL, 11E1074*rtlf7 ft Min ,%Max MPhil A Min %Mu A Min %Max <4a iv iii, <4M XMin %Max iiij a-4iri 37D18..7 I bIn %Max IREM747.7.1C411 X Mln %Max A it Min %Max r , RMin %Mu E?t•i:a.^.-T,a ft Mn %Max lor L ftMn %Man NOTES ItMin %Max I . 0Min %Max fl Min %Max ft Min %Max ft Min %M. ft Mln %Max R Min %Mar a Min %Max RMin %Mat a Min %Max MtawrtmnN lmtrw.am Calibrated by: RMin %Mar Serial Number: ZACH SIALLOY' 1602601754 Dale: 12/19/2022 II Min %Max 1•-010111 T•6SP -.__!'-M1c___-_ .M•911 . M-SSW- - •- __Ip-RU'.. .. . T-a.rr 4•-033• a•-0Sir r-0AT 10•-013' Form Updated 7/31/2018 , • to ADA Feature-Sidewalk Measurements Contractor Database SW-INTER Phase As-Builts Schema Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE R Form SINUS Iws Measured By W E Coates Surveying MF.F stains Sus dADA - Street Name DIIVALE AVE M! Side MEF Reference Plan Sheet Reference RD8-RD9 i4Sail9D E 0 Feature Location Code SIDEWALK 12TM-SUNSET Jurisdiction City >leasuresments recorded on this Turin are for one side only. Dui not mix ute3surements from both sides on the same form. Site History New Feature Added to Site Constructed By City Iv Instructions Geopon Sidewalk Width(SWW) Cross Slope(CS) eau= fliseltiEnter numbers only Measurement Measurement t non.am.226 t etc Location Sidewalk ADACompllanco ADA CURB Canpllancs maanObstruction MEF Cdtads MEF Cabala �� ■� Laitude Longitude Station MP Characteristics Ts 4.00RMin 2.00'/.Max pass 47 504564 .122.15678 920+44 NA atMmutarem rmt 5.00 Min 0.79 %Max pass 47 504564 -122 15676 922+40 NA 2 Ism 5.00 I./ a a Min 0.97 , %Max SIDEWALK CURB pins 47 504564 -122 15678 924+50 NAManusement 5.00 a Min 0.89 • %Max imummusmi pass 47 504564 -122 15678 925+08 NA 2 a4a.w 5.00 tt Min 1.15 ,/�/ %Maz //�//////�, pass 47 504564 -122 15678 925+67 NA 5.00 a Min 0.99 rl %Max m."...... pass 47504564 -122.15678 927+10 NA t 5.00 XMin 0.80 7� %Max 1111N111■� RMin %Max SIDEWALK It Min %Max OBSTRUCTIONS RMin %Max R Min %Max <4n 8 II Min %Max T.4 a a Min %Max ■E-tl.7x.7_tC� Irma'!" a Min %Max II Min %Max a Min %Max <40 WALL R Min %Max it <4 KA E.:I(.;a�7_1f'--� a Min %Max KA mpg:cr/1Ci R Min %Max RMin %Max R Min %Mau 4R ill13, 41t 9 Min %Max E-'1.174 ICIN It Min %Max R Min %Max R Min %Max a 4A x a Min %Max EvaiIE36:4:7qM a Min %Max a Min %M. NOTES X Min %Max R Mn %Max X Min %Max R Min %Max It Min %Max X Min %Max R Min %Max R Min %Max R Min %Max R Min %Max Measurement Instrument Serial Number: Calibrated by: ZA(•tl MAI 1 OY R Min %Max 1602601754 Date: 12/19/2022 XMin %Max t•-008 3'-025' 3--Oa? 7.-0319 9--095' II'•U92 a' 017' a•-033' 6--O20 8•-007 Ins-a1r Form Updated 7/31R018 ADA Feature - Driveway Me rements ( 1 Contractor As- Record measurements in the appropriate diagram according to Database DW driveway type.ONLY I driveway per form. Phase Builts Schema: Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status peas Measured By W E Coates Surveying Milepost NA A 3 MEF Status Standard ADA Cross Street Name 4TH ST I atf Side Station 52+04.3 L MEF Reference Plan Sheet Reference DWI I Location W E Geoportal 47.48904 -122.157 Geoportal Instructions Latitude Longitude Accuracy Feature Location Code DWY AT 4TH Jurisdiction Site History New Feature Added to Si Constructed By City ADA Enter numbers oil Compliance 1 ,1 00%,2.25=2.25 ft.etc Measurement, Criteria MEF Criteria (--14 CS ,,,, 1 r— tp+�- rS — ill— Driveway Driveway pass Type Parallel Access al Flare FlarePAR pass MaterialCement Concrete Curb 0 Project points 0&0 from where flare Intercepts driveway. Point Access Across W 6.00 4.00 ft Min ft Min Slope arrow indicates positive Leda ©=Location Point pass �/ Just record value (at middle) when both directions r W A Cs CS=Cross pass CS 0.84 2.00%Max %Max shown. W © w Slope ! W=Width pass RS 5.07 8.30%Max %Max i.__�CS Driveway lidikt-- k Point pass W 6.00 v 4 00 ft Min 11 Min N7J7�ti „ MEMON.......0: Take all measurements at right angle across pedestrian accessible route. pass CS 1.1 1200%Max %Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break Cultpass w 6.00 ✓ 4.00 ft Min ft Min 1 W W / / RS l W 1 CS r-- RS4 pass CS 1.12 '✓ 2.00%Max %Max — cs r-- t I-- -- © r- iO r— pass RS 4.55 t� 8.30%Max %Max Curti �/ GB1✓ 7 GB2✓ �83 J 84 Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. (paper Iom cmcr i;acoo,of decimal of an inch) Parallel Access pass GB#I Flush ✓ 1 W Driveway W 1 ;/ j RS 1� yy CS r- RS1. pass GB#2 Flush 1---- 41 1 CS r-t r- CS 1 O ✓ F/are 1 r— r— Flare pass GB#3 Flush Curb �' Project points 0&0 from where flare intercepts driveway and 3'from back of sidewalk. pass GB04 Flush No Pedestrian Accessible Route (No PAR) NOTES Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I"-008' 3"-025' 5"-042' 7"-058' �9" 075' II"-0 92' 2'--0.17' 4"-033' 6"-0.50' 8"- 0.67' 10"-083' Form Updated 7/31/2018 Y .5 ADA Feature - Driveway Me_____rements ( 2 Record measurements in the appropriate diagram according to Contractor As- Database driveway type.ONLY I driveway per form. Phase Butlts Schema: DW Contract/Work Order CAG-20-065 Date Measured 1242023 SR DUVALL AVE Survey/Feature Status Pass 1 Measured By W.E.Coates Surveying Milepost NA A 2 MEF Status Standard ADA Cross Street Name PRIVATE ligSide Station 916+85 R MEF Reference Plan Sheet Reference DWI Location E W GeogORal 47.502195 -122.157 Geoportal Jnstructions Latitude Longitude Accuracy Feature Location Code PRIVATE DRIVEWAY Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers - Compliance 1=1.00% 2.25=2.2511,etc. MeallUrernint Criteria MEF Criteria 10 1 I l_ * I I t ' 1�— Driveway Driveway # pass Type Parallel Access vil PA Rare Flare pass MaterialCement Concrete 0 Project points 0 8 0 from where flare Intercepts driveway. Point 0 Access Across W S.011 - 4 00 fl Min fl Min Slope arrow indicates positive read ccD=Location Point pass Just record value (at middle) when both CS=Cross pass CS 1.53 '` 2.00%Max %Max directions W W © CS W Slope shown. �! �— / O ' © W=Width pass RS 3.20 ' 8 30%Max %Max r_�CS Driveway rPoint F/are CD pass W 5.011 ✓ 400flMin nMin Curb Take all measurements at right angle across pedestrian accessible route. iis pass CS 1.98 t✓ 2.00%Max %Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break pass w 5.00 4.00 ft Min It Min Caro ++W W / RS 1' yy f CS RS pass CS 1.48 ✓ 2.00%Max %Max I— ill CS ©71 CS ✓/ r 1 r— pass RS 5.63 8.30%Max %Max GBI L GB2/ 1433 -3 4 S Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. era lane:cmero-arabn ordeclmai of nn Inch) Parallel Access pass GBNI Flush '✓ I W I Driveway W ' 4. j RS �— W CS �— RS j pass GBN2 Flush 40/ r— RareO" s r- ©1 r— r- , Flare CS 1 r pass GBN3 Flush 1,1 Curb // Project points 0&4D from where flare intercepts driveway and 3'from back of sidewalk. pass GBN4 Flush No Pedestrian Accessible Route(No PAR) NOTES Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I""0.08' 3"=025' 5"=042' 7"-058' 9"=075' 1I"=410 2"-017' 4"-0.33' 6"-0.50' 8"=067' 10"-0.83' Form Updated 7/31/2018 * r ADA Feature- Driveway Mea !ments on .c or s- necord measurements iu the appropriate diagram according to Database Oµ, driveway type.ONLY 1 driveway per form. Phase Builts Schema: Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status iocompielo form Measured By W E Cuutcs Sur ve m_ Milepost NA A i MEF Status ,,:"ni.,rrl Ab.t Cross Street Name PRIVATE Site Side Station 917+96 L MEF Reference Plan Sheet Reference DW2 ion W E Geoportal 47.50251 -122.157 Geoportal Instructions Latitude Longitude Accuracy Feature Location Code CHURCH DRIVEWAY Jurisdiction Site History New Feature Added to Si Constructed By City ADA Enter numbers onty Compliance t 00";, 25 7 2511.et. Measurement Criteria MEF Criteria w e. cs' w e4 cs w 46 cs Driveway 77 1 r- r- S I - r- i tMr fit'', Driveway ` pass Type ra / I \ I PAIL - -•Concrete I' (F/are �. 1 Fare pass %Weds' Cement CILILL Point CO _+..._ Project pants r&v from where name intercepts driveway. r im Access Across IA It Alin slope arrow inaicates positive reaa i4v=Location mint Just record value (at middle) when both CS=Cross directions W CS Slope (S 200%Max Max shown W ©� f— w 0 i. t I ©\ W=Width � pass KS I 7.57 8.30%Max %Max i �c Driveway l -7•_41isitri Point Q Flare F/are NS 4.00 ft Min II Min r.r. Curb Take air measurements at right angle across pedestrian accessible route. t_ 2.00%a Max %Max Access Jogs Around - RS=Running Point Driveway Slope GB=Grade Break Ns 4.00 ft Min tt Min Curb 4w W4 RS L( W 1 CS I I RS CS 2.00%Max %Max �' .6 cs 1 ©J I cs �� i I i I 1 t Rs i 3.29 8.30%Max %Max Curb r _f C l - GB1 V t-- GB2✓ 14133 --' 34 } Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. (papa funs ire,iiuoowp of 4.mat of an inch) Parallel Access pa Griot Flush 1 A+ w Driveway w 4 t Rb i� w i Cs �' �' 3' nac: r:Re? Floats or cs �— ©l cs is rt Flare 11 Nate pass GBk3 Flush Curb A r Project points 0 S•from where flare intercepts driveway and 3'from back of sidewalk. I pass GBk4 Flush Nio Pedestrian Accessible Route(No PAR) NOTES CURB ONLY Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I"=008' 3"=0.25' 5"-042' 7" 058' 9"-0.75' II"=0.92' 2"=017' 4 -013' 6"=050' 8"=067' 10"=0.83' Form Updated 7/31/2018 1 ADA Feature- Driveway Me____rements (3 Record measurements in the appropriate diagram according to contractor AS- Database driveway type.ONLY I driveway per form. Phase Builts Schema: DW--� Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Statue! incanpletetorm J1l11 Measured By W.E.Coates • i : Milepost NA A 2 MEF Status i Standard ADA Cross Street Name PRIVATE Site Side Station 918+86 L MEF Reference Plan Sheet Reference DW2 W E 5- 47.502758 -122.157 Geoportal Instructions Latitude Longitude Accuracy Feature Location Code CHURCH DRIVEWAY Jurisdiction Site History New Feature Added to Si Constructed By City ADA Enter numbers only - Compliance 1=1 00%.2.25=2 25 ft etc. Measurement Criteria MEF Criteria i,iI I .@iI 1Oi CS I Driveway 4 ,� 7t/R on_ Driveway pass Type .Tarntkt Access - -r PAR �� Flare Flare pass MaterialCement Concrete p10 Q . Project points 0&0 from where flare intercepts driveway. Point 0 Access Across w a.o0fttdin it Min Slope arrow indicates positive read. o=Location Point Just record value r (at middle) when both CS=Cross ° directions W W © CS W Slope CS 2.00%Max %Max shown. (— W=Width O \ © pass RS 7.30 8.30°k Max %Max ist ��CS Driveway CS/-r- Point Flare Flare W 4.00 ft Min ft Min Curb Take all measurements at right angle across pedestrian accessible route. CS 2 00%Max %Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break W 4.00ftMin ft Min Curb APE W W • RS F W CS I J RS CS 2 00%Max 1/Max 0� CS © r— CS ] E— ^� 1 1 RS 2.88I 8.30%Max %Max Curb , L GB1 '-- GB21( �G83 -2 -, Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. Mope,form Mlle fraction or&Maulo4 an nob) Parallel Access pass GB#I Flush j 1 W Driveway W 4 t t RS O I �y ©1 Cs I IIiO RS I pass GBp2 Flush r— Cs CS r— F/are t r I I 1 Flare pass GBg3 Flush Curb ='x Project points 0&0 from where flare intercepts driveway and 3'from back of sidewalk. pass GBP4 Plush No Pedestrian Accessible Route(No PAR) NOTES CURB ONLY Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I"-0.08' 3"=0.25' 5"-042' 7"=058' 9"=075' 11"=092' 2"=017' 4"-0.33' 6"-050' 8" 067' 10" 0.83' `Form Updated 7/31/2018 ADA Feature - Driveway Mean...ements Record measurements in the appropriate diagram according to Contractor As- Database DW driveway type.ONLY I driveway per form. Phase BuiltS Schema: Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status JAM' Measured By W.E.Coates Surveying Milepost NA A 2 MEF Status Srandmd ADA Cross Street Name PRIVATE Site Sid,. Station 921+i4 L MEF Reference Plan Sheet Reference DW3 Location W L Geoportal 47.503476 -122.157 Geoportal Instructions Latitude Longitude Accuracy Feature Location Code GROCERY BACK DWl Jurisdiction City Site History New Ennui Added to Si Constructed By City ADA Enter numbers only Compliance c.o" 2 25_2 25;t es Measurement Criteria MEF Criteria �b�res r w f©�r cs w ;b�res ►)rise„a,' Driveway \ pass Tyne Parallel Access /! / \ I PAR t/ /F/Arp I —�,.----_-- I F/Bre\ ra's vt.trr.nl 1 Ccm Con crete oncreic Club Project points it er<au Prom wnere riarc intercepts driveway. Point 0 Access Across .1 .w.:�:; .tope arrow indicates positive rend. 0=Location Point p&" " '•"" .. Ur. Just record value I (at middle) / when both CS=Cross pass CS 0.54�/ 2.00%Max %Max directions W CS shown W ©!r— W Slope / /� I' I j..\ W=Width 0 Q case RS 5.02 8.30%Max %Max �`CS Driveway C ,,f ' Point Flare Flare pass W 5.00 4.00 ft Min n Min Lurtr Take an measurements at rignt angle across peaestrian accessible route. pass CS 1.22" 200%Max "%Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break /� NV 5.00 V 400AMin 4Min -_ Grob }} W we '' RS W I 6 i CS I _RS c'S 1.22`'1 2.00%Max %Max = t P IN. I O �- i i ' f RS 2.50 I 8.30%Max %Max Ctvb _� t- GBI/ GB2✓ �B3 - , Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. Ir"IM'i;"nn ewer loom or decimal ofan inch) Parallel Access pass GBill 1 Flush l /I t W + Driveway W t N t , 3' / I Ir (-- 3' rows Fly.�ti f RS O W © CS I O RS t - r CS CS I Flare 1 F/are I pass (:13#3 Flush ./ Curb '<' Project points 0&0 from where flare intercepts driveway and 3'from back of sidewalk. pass (.11#4 Flush.i No Necfestnan Accessible Route(No YAK) NOTES Measurement Instrument Serial Number: Calibrated by: Date: 1602601754 LACFI MALLOY 12/19/2022 1" 008' 3"=025' S"-042' 7"=0.58' 9"=0.75' 11'-0.92' 2'=0.17' 4"=0.33' 6"-050' 8"-0.67' 10"=083' Porn I plated 7/31/2018 ADA Feature - Driveway Mt....,..rements 1 4' Contractor As- Record measurements in the appropriate diagram according to Database OW driveway type.ONLY I driveway per form. Phase Builts Schema: Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Pa Measured By W E Coates Surveying Milepost NA A Z MEF'Status Standard ADA Cross Street Name PRIVATE SAC Side Station 923+51 L MEF Reference Plan Sheet Reference DW3 Location W E2120ii47.504052 -122.157 Geoportat Instruction) Latitude Longitude Accuracy Feature Location Code GROCERY S DWY Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers on 1=1.00%,2.25=2 25 ft etc Measurement ComplianceCriteria I MEF Criteria (w b 1 ©l CS CS WI TO—I Driveway Driveway pass Type Parallel Access rJ Flare Flare -gill pass Mafenal Cement Concrete Curb0Project points 0&®from where flare intercepts driveway. Yount Access Across ass W 5.00 ✓4.o0ttMin ftMin Slope arrow indicates positive reee a=Location Point p Just record value (at middle) when both directions W W © CS W CS=Cross pass CS 1.62 2.00%Max %Max shown. Slope r- W=Width .,/ O '., © pass RS 6.16 8.30%Max Max r___ OnVeway CSrI— Point F/ere Flare pass W5.00✓ 4.00 ft Min ft Min 411: Curb ' Take all measurements at right angle across pedestrian accessible route. " pass r S 0.79 2.00%Max %Max Access Jogs Around RS-Running Point Driveway Slope GB=Grade Break pass W 5.00 4.00 ft Min ft Min Curb t RS lr , I w RS pass CS 0.82 2.00%Max %Max 4► W CS CS r-- ©'r— CS li)i— ' - , r— Ci f pass RS 2.08 -' 8,30%Max %Max Curb _� GB1✓ GB2✓ ✓B3 -) �a4 Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at riglta (pm"form enter rraenunorrk„n,i.,r„�t i) Parallel Access pass GB#1 Flush ✓ 1 8 W } Driveway W t f RS yy CS RS c pass GB#2 Flush I Cs f— © r— CS j ✓ Flare f r— I_ F/are pass GB#3 Flush Curb 0 4 Project points 0&O from where flare intercepts driveway and 3'from back of sidewalk. Pass GB#4 Flush ,/ No Pedestrian Accessible Route (No PAR) NOTES Measurement Instrument Serial Number: Calibrated by: Date: 1602601754 ZACH MALLOY 12/19/2022 I"=008' 3"-0.25' 5"=042' 7" 058' 9°=0.75' II"=0.92' 2"=017 4"--033' 6"-050' 8"-067' 10"-083' Form Updated 7/31/201 8 • y ADA Feature - Driveway Mea flaunts Record measurements in the appropriate diagram according io t'ontt actor As- Database driveway type.ONLY I driveway per form. Phase Builts Schema: DW Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVAI.L,AVE Survey/Feature Statue)! fans Measured By W E Coates Survey iilg Milepost NA A MEF Status Standard ADA Cross Street Name PRIVATE Site Station 926+46 L MEF Reference Plan Sheet Reference DW4 o:atior. W 47.50486 -122157 Geoportal nslructiunp Latitude Longitude Ai_u_urncy Feature Location Code GROCERY N DWY Jurisdiction Cil\ Site History New Feature Added to Si Constructed By City ADA Enter numbers on Compliance f-1 0ii%.2.25-2.2b ii.ski Measurement Criteria MEF Criteria W 1 1 1 Cs W CS W 1 b CS @ Driveway /1 I Driveway I -,ass Tyn► Parallel Access (PalFrere\l ;::'assaAR Cement Concrete Material ..Curt _ _ _. _.... l„ --`__�. ._.._._.._. Point A Project points 0&O from where flare intercepts driveway. I. l t Access Across I / Slope arrow indicates positive read Ca=Location Point 1" " '.' 40C"'°"" """" Just record value (at middle) when both // directions / WI CS \ Cs=Cross pass CS 0.65 "J 2.00%Max %Max shown W r— r— W Slope �'��' 1 - \ w=Width ° O .\ 1 I' © pass RS 4.36 8.30%Max %Max F---�.S Driveway Csr� Niel Flare _ Flare pass W 5.00 , 4.00 ft Min ft Min Take all measurements at right angle across pertestnan acressiMa more pass CS 1.09 1 "2.1/0°S Max %Max Access Jogs Around -^^-"` ""'l RS=Running Point Driveway Slope GB`Grade B-e,fr pass W 5.00 400ftMin 'ftMin Curb w + W RS Y Yy CS r RS pass CS 1.09 2.00%Max %Max I—��¶1 CS f— ©�f CS I r— i t 1-- 7. — �I sass RS 3.46� 8.30%Max '/;,Max f:urh GB1✓ L- GB2✓ V -B3 4 1- Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. (paper tom,mica Conlon or decimal of an inch) Parallel Access piss Gent Flush,_/ 1 W_ Driveway W } 1 jRS r W iI CS RS j pass CBk2 Flush —( ° 1 CS r— t- CS [-- Flare t I Flare pass CBn3 Flush Curb Project points 0&0 from where flare intercepts driveway and 3'from back of sidewalk. °ass C1314 Flush.J No Pedestrian Accessible Route(No PAR) NOTES 1 Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY _ 12/19/2022 1-=008' 3`-025' 5"-042' 7"=058' 9"-0.75' 11°=092' 2"=0.17' 4"-033' 6"=050' 8"=067' 10"=083' Form Updated 7/31/201 8 .5 ADA Feature-Accessible Pedestrian Signal Pushbuttons Mistime Srhamu APS Bill 1 and Pedestrian Displays/Signals Phase ContractorAs-Buills Ai'S SIGN Contract/Work Order CAG-20-065 Date Meuured 1/24/2023 5R DIIVALL AVE Serves/Feature Sunni hemmernnn Measured By WE tanks • -. Merin*NA A j Billion •Kompl..ant, Cross Street Name 2S1 ® Center stubs 92p+;9 l ,_,.,_,""� Plan Sheet Reference ©© Ge000ryl 47503071 -122 156B1B Geopgtol BAlatrlMBeeb' Insbuglens LNilude 1 anyitwk Accurst- la I OBq UR•226 n.etc Feature Location Code DUVALL AVE NE/NE 12TI Jurisdiction City tMn)uOtnp Mine INA if NOT A00 INnurerenl She History New Future Added to Site Constructed By Ca, OBaln SPS I'uslibulhm I I APSIAnun APSB°' A"'""n re u AN-PUSH BUTTON LOCATION SEPARATE POLE I APS-PUSH BUTTON LOCATION SHARED POLE Button Support Pole ,,,, ta)Nauman he mum.Prom al,ewes mine omen B.A.le we WS Distance PAP-PeNM.n ASS..Rauh PAR-pm ABM en. W�Mr POLE WITHIN PAR ' CURB Mr i., Dutton to Curb IO n MOL 0,311✓ /MOMS UWnaarw � IAN01N0 tries��n e"i';" / uass I#momPavir.0 7 nMez 0.30✓ / // .. 7 npNnro mrq Bunm.t.ending 2nM8r 1.50 � a.ry e� Mn { 5/,' I,.q,mulw.mow �Y ei.aes� w� I�1� Bolton-,:Ir Space 2MNa. 1.511-- / w wM 1 • APs -- GpeO°M N°11°� een Ares".ws.�...yes-' �' ' APS BUTTON II B A ubBalwns 1.2 _ P n 5 BUTTON Between b ` •• won rem,...ua"�'° '— ' min ymmo But 2.3 m ula1MY \ Between cyea Mr \ Buttons h1 eslar.an w.lna. uAgNB nrce ot ear on reasi osY / � � _ u PS wnuN SI swrrya�w.a .r Cleor Space Avememos UTTON 1M, A 'A � a AGn.'mw ie.B Vo%/•.M 1, l �2ss 250 n by ADon w1.nNn a bw h v r rr AP5 cH Space siia Mtn Thin w""ee�l i ie+w j .\a. .t. .— rw N. _�— a�°°al�A�°Oe / ...ass ass Dr Spea e S 2 W A MB. L5 ✓ w1.+ _L w„ • ww"•wow� o We. • An B11rTOB n Pass Clr Space 0S2 20056 Ma 1.5 Brew -"�:: ra.l. level B1r.w/ APe eunee n wrw N Bee b OMnleUon ben .aa.Be..�B 'Ma Char 4'. No No .�- Button h de1Br AP —� pass won Vertical a�BMe. AW 11°4r aoTTa.n' me rAssewel nm. .BOO" pass Bolton Height 01711 Min O.JO Menn�me been o.nem/ Q p'•An toe aw+eonewnr _ JCAI lMCI kom _ BMW Can.. uBer ben uass Coneul Ye. In.AW...es 1wA01.1.1 Pah Housing LAwa gun n Pa.ae� �'^moo —!!M_Y•Y_11i._..__ gyre Sew.Sun. oast BuOm-Vibrate Yee Yes u.B le�� wore ,d..w. duWtn N�q Anse Button-Audible Yes Beep . .no. 4M , Ya AAr 4 Avs2 -� w.�e�vn..w. pass Arrow Parallel to Yes Ye. 507. MS a ow n wn0N o P'l pNvuMnwv. 'A'Ip"� � B' I ns Mn Crosswalk ■� e°'.N.. 0O �� '•w•• OeleSt ®�•r fletae. rw.NM �B 1 eu1.°is° Vans Mraet Yes Yes1Button Arrow / tadion• WAN �I/Al I . y�00n n "'.n"°'^'" .-' ~ M1.1 cm r_ Ans ..1os ButtonButtonarrow Tecate Yes Yea AAaI. BUnBN n - -elo Am. Art ua°u°Oinnrntanon intWB 1. w '. memo VVV ism.v yes Sign(informational only) tape.:° gin MEDIAN MEDIAN'°,m„ Sign on tanning Vol MEDIAN MEDIAN: ..� wP U:Nm,a.r,:c- :: .. are�..1.1.1 T^ a-... te.e Owe eoe Span.Slot Name Yes 5- NOTES Sign-St Name Na Braille Sign-Stlhme Yr.N. Paralel to Cr. fago-St None No✓ Audio Arrowm Sign Vets.- Sign 5'Name A Vaao 3VS Disjoins/Signal I I4P551gm el 45 jy1u1 0PY•;got Signal Support Pole Serer,, nA 'IS I r Distance I I Between Signals 1.2 Between Signals 2-3 Between S•nah 3-1 Display/Signal Signal Type AND Signal Height 711Mn B-I ' NkA.wr.mal ln.lrwwNel C.0hreW by: 'Der. Signal MAN.Walk Yes Yn Seriel Number: 1602601754 /ACII MALLOY I2711621122 Slgnsl Audible Type T r-elh r-OM r^0A r-oil r-47r 11'-tJr r-a,ly a au se-0t0 r-0Ar tr-Oar Form Updekd Duvall Avenue NE Maximum Extent Feasible Documentation Prepared for Y 0, January 2023 Prepared by Parametrix ti Parametrix ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES MAXIMUM EXTENT FEASIBLE DOCUMENTATION ..■■ • *0A011( 1♦♦ City of Renton •• _� Duvall Avenue NE � b , '- • t3�) ♦1/17/2023 PROJECT DESCRIPTION � v.v The City of Renton (City) proposes to construct roadway and pedestrian mobility improvements as part of the Duvall Avenue NE Project(Project), located on Duvall Avenue NE between NE 4th Street and Sunset Boulevard NE. The Project will restore the paved surface and fill in missing nonmotorized facilities, such as sidewalks, bicycle lanes, medians, street lighting,signal pole, landscaping, drainage, and water improvements, between NE 4th Street and Sunset Boulevard NE. The project will include Americans with Disabilities Act(ADA)/Public Right-of-Way Accessibility Guidelines (PROWAG) accessibility and other work associated with the sidewalk construction. Roadway Parameters Road Classification Speed(mph) Roadway Federal Design Posted Duvall Avenue NE Principal Arterial 35 35 EXISTING PEDESTRIAN FACILITIES Sidewalks are sporadic throughout the project limits. Five-to six-foot sidewalks exist along both sides of the road, with the following exceptions: • Just north of NE 4th Street,there exists a gap in sidewalk for approximately 150 feet along the west side. • Between NE 7th Place and NE 10th Street, no sidewalk exists along the east side. • Between NE 10th Street and NE 12th Street, only a small amount of sidewalk exists on the east and west sides just north of NE 10th Street. PEDESTRIAN DESIGN STANDARDS Accessibility Criteria for Curb Ramp— Cross Slope. PROWAG and Washington State Department of Transportation Design Manual (WSDOT DM) 1510.08(2)(c) The cross slope of curb ramp shall not be greater than 2%, measured perpendicular to the direction of travel. City of Renton 214-1779-045 Duvall Avenue NE 1 January 2023 r r MAXIMUM EXTENT FEASIBLE DOCUMENTATION (continued) PROPOSED DESIGN The project proposes to install new 5-to 6.5-foot sidewalks at all of the gaps described above. In addition, sidewalk will be reconstructed along the west side between NE 12th Street and just south of Sunset Boulevard due to roadway widening. Please note that between NE 10th Street and NE 12th Street, sidewalks are currently being constructed along the west side as part of a separate project led by the Renton School District. Within the project limits, at the intersections of NE 7th Place, NE 9th Street, NE 10th Street (east side), and NE 12th Street, new wheelchair ramps will be constructed at locations where ramps currently do not exist.All designed curb ramps meet PROWAG and WSDOT standards, with the exception of one directional ramp located at the southeast corner at the Duvall Avenue NE and NE 12th Street intersection. JUSTIFICATION The proposed ramp at the southeast corner of Duvall Avenue NE and NE 12th Street has a cross slope that exceeds the 2% maximum due to the existing 12% profile of NE 12th Street.Therefore, it does not meet PROWAG and WSDOT DM 1510.08(2)(c) accessibility criteria. Bringing this ramp up to standards would cause significant changes to the project, impact the NE 12th profile and corresponding driveways, impact private property, and go beyond the project limits.The ramp has been designed to the maximum extent feasible by reducing the cross slope to 8.3%through grading of the flowline within the steep profile of NE 12th Street and grading the top of ramp cross slope to 1.75% per the attached drawing. All other proposed ramps have been designed to meet PROWAG and WSDOT standards. City of Renton 214-1779-045 Duvall Avenue NE 2 January 2023 Attachment A Plan Sheet A 1 1 • ' 32A 9 806*84.63 STA 906E82.63 ST. 6T GENERAL NOTES: DUVALL AVENUE NE R=35' 32.73'RT FL,PT EL 437.60 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARESHOWN.CONTRACTOR 3.42'@6.31% FL EL 437.59 0 SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE I ,� .. 3„@ STA 90W87.94 REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. • STA 906B70.94 � I 07% U•38'� 0.38% 32.69'RT 2. RADIUS CALLOUTS ARE TO FACE OF CURB. LEGEND: 35.41'RT OCEL437.87 e� ATCH EXISTING ADA ELEMENT: pp ANGLE POINT FL EL 437.34 70TR^ �i', .3.�3'@0.38% 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA 0RAMP BOW BACK OF SIDEWALK TOC EL 437.34 , 8.58 631% M 1.97'@0.38% MATCH EXISTING STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTf1ACTORTO MAKE FIELD El BR BOTTOM OF RAMP B q6• El:, .1 TOC EL439.09 ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA EL ELEVATION I REQUIREMENTS. FL FLOWLINE STA 906465.53 ❑ @! @!• SW SIDEWALK LD LANDING 3826'RT 1III 000000: °-•'r R 4. CONTRACTORCUNECESSARY IDE SUPPORT Y STAKING THECONSTRO THE 110N OFL OF SIDEWSURVEY PC POINT OF CURVATURE FLEL437.25 o J 1 n [ ACCURACY TO SUPPORTTHE CONSTRUCTION OFSIDEWAIK,CURBS, ©CROSSWALK PCC POINT OF COMPOUND CURVE TOC EL 437. a 4 CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND PRC POINT OF REVERSED CURVE 5.28'@ 0.39% STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE �DRIVEWAY PT POINT OF TANGENCY lU1� c.o0 0 56.5@T-5 BOW EL 438.17 MATCH EXISTING 44CO001 LONG ACTOR SMART'HIEVELTO DIGITALLY MEASURE SLOPES.THE USE OF A CONTRACTORSUPPUED,�BRATED, ❑ SWSTA SIDEWALK STATION TOC EL 43759ME MAXIMUM EXTENT FEASIBLE C0 1� '' o ❑ 2.66'@7.50% TOC TOP OF CURB STA 906K9.91 ti N. `'• L BDWEL 43].55 'L �y 5. STRU URES PROPOSED FOR REFERES,ETORM STRUCTURES AND UTILITY TR TOP OF RAMP 42.77'09 41,,' ,lti^ • hl - 1.65'@'7.47%'- BOW EL 437.97 STRURURESARE SHOWN FORREFERENCE. ---SAMPLEGRADE BREAK FL EL437.09 •1' ICI 'sl lr, I LD,BR EL437.42 TOC EL437.49 -y`�° L $ �@ - 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE 0 6 5Ci, ALIGNMENT. STA 906+56.65-, N h� '"'d 46.47'RT . g@ 44 A a %o°I° CONSTRUCTION NOTES: FL EL 436.99 A ^° ° '{s Q� 0 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER I &0 �' ,?P O WSDOT STD PLAN F-40.12-03. 4. LD,BR EL 437.35 CEMENT CONC PEDESTRIAN CURB PER CITY STD PLAN-101. 1 039 `@r'°k .„454 BOW EL 437.68 JD CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY STD PLAN-101. TOC EL437.22 @ 06.p cf,I O DETECTABLE WARNING SURFACE PER WSDOTSTD PLAN F-05.30-02. h p, STA 906+5259 I. �,�� -J 4 CONSTRUCTCEMENTCONC.CURB RAMP TYPE SINGLE DIRECTION TYPE A PER 5L43722 ,[- P BOW EL437.58 WSDOT STD PLAN F-40.16-03. FL E53.29'22 Q IoO°6:28• ' DUVALLAVEN ENE @Lsat b.- STA 919547.23 STA 919+25.41 STA 919+42.23 OFF 35A8 RT 32.50'RT 35.30'RT SW EL418.96 TOC EL 437.31 FL EL 418.670 FL EL 418.96 2.69'@4.13% STA 906+50.58 _ ❑L o al' STA 919+33 85 STA 919+39.19 3.16'@ 0.95% An .5 4, LD,BR EL 437.31 TOC EL 59.04'RT ` .°o o� y,ti SW EL RT SW EL RT STA 919+49.69 � O FL EL 437.31 °o° SW EL 419.12 SW EL 418.99 © �D 36.ST RT O ,�o o @r 0 ; 00�. SW EL EL 418.5 .-I 3.04'@ 7.31% G ' TOC EL450%5 . 3.50'@ 750% L. TOC El437.c1 S'�@1.50% n °i�'+ ��` FL EL 418.59 E. ID " ' II ;\�tia TOE EL419.09 I- 1 5.35_=120% L0,BR EL 437.40 0 rY. 5.00'@ 0.00% ,. © _ 97, TOC EL 437.81 - 2.58'@7.80% nI' >® •��'cTrct S.65'@8.50% N X. BOWEL437.60 ti O ..00.....`l Au fl-10' STA906+4954 bk. A Z 6589'RT `o FL,PC EL 437.59 � • S 1.72'@4.00% ' 4se BOW EL419.25 .73�0.94%1.72'@ 7.31% 00. 0 TOC EL 437.94 BOW EL 437.98 FL EL 437.66 FL EL419.07 - _ . TOC EL 419.07 Y TOC EL 438.43 Na BR EL 419.07 I `.9 FL EL 437.93 4.77'@1.50% BOW EL 43850 A DUVALL AVE NE/NE 10TH ST DUVALL AVE NE/NE 12TH ST NE CORNER SE CORNER ee e STA 919K5.89 0 RAM®® RAM®® 45.26'RT 5W SCALE IN FEET Z SCALE IN FEET Z MATCH EXISTING CURB o A ° v 0 3 6 0 3 6 • • 5 STA906B41.26 A `MATCH EXISTING 4. 79.37'RT MATCH EXISTING - FL,MATCH EXISTING )1=Ssv•-CURB RAMP REMSED DVS :MIME ��w SURVEYED: MR CITY OF RENTON DUVALL AVE NE DRAWING NO. GRS , b`- "AWNS'' CONFORMED SET ROASTND. 21tl]NW[ DESIGN BY: 0VS PUBLIC WOKS DEPARTMENT TMNSPORTADON DMLON :jiltP3rameirix PLAN AND GRADING FEDaDNo CRF[K BY: MEN APPROVED FOR CONSTRUCTION GATE: FEB 2031 Ni,,,,,,,;,,,,,, I. Pam MGR: trot ' NE 10TH ST NE CORNER,AND NE 12TH ST SE CORNERS DATE: . -OFF NUMBER REVISION DESCRIPTION BY APP. DATE _ - flx� ,A ERE:PUZSem5045-GA.B .-.". -- BY: DATE- - SHEET 5 OF 6 LIEU 1. • NOTES: • 1 I O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE OW SHEETS. 0 CONSTRUCT CEMENT CONC U SIDEWALK PER CON ST1 PLAN \ — — 102. E— O CONSTRUCT CEMENT CONC.TRAFFK CURB AND GUTTER PER 1 COR STD PUN 101. \ 1102305-93031 I / O CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER COR STD 7 PIAN 301. \ ADJUST JUNCTION O CONSTRUCT CEMENT CONC.TRAFFIC CURB PER CON STD BOK TO GRADE I -SIDEWpU REPMR ASIAN lOI.\ _ / NEEDED,SEE SHEET SD9 �. .r— ----- •''' ///_ 6O CONSTRUCT CEMENT CONC.CURB MMP TYff PAMl1EL A _ -, ,,-. : .:•!!"...-t VW......:.......... i- ..... — PER WSDOT STD PLAN F-40.12-03. .................'.ice-.�.�.......-.3§9.......::..:. :i.»: ..'..-. '.'.'.:':-- .:-.... ............... O] CONSTRUCT CEMENT CONC.CURO RAMPTYPE SINGLE ..•''.•......:•.'.'.'..'.-:•. .... .....- .. ...-.� _/ N OIRECTIONAPRWSOOTSTDPANF-NO.16-03. OCOF6TRUCT THICKENED EDGE AT BACK OF SIDEWALK PER r_.... _. � ,. .-_� DETAIL SHEET IIDl0. STA 5083.6, //j //777 / 2 3 �_Ol7 / STA52+26.0, STA 52.53.7, 0 NOT USED. �' CONSTRUCT CAST-INAIACE WALL PER SHEET WDI BEGIN NA'LT 2 3 3N011.1 ADJUST CA7CN BASIN. MATCH E%ISTING /7— END N MATCH EXISTING MATCH EXISTING ADJUST MANHOLE STA 50.119.5, NTHOWY- OI SEE SHEET DWI O 3 STA 52.04.3, 13 ADJUST VALVE BOA Z DUVALL AVENUE NE 3N.3'LT 1N CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET 11010. D-uNE O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B. 50.50 0/00 51+HB 52.00 ' SNP F 0N00 PER WSDOT STD%AN Fd0.12-03. I - _ - . . - — . - _ OCONSTRUCT CAST-IN-PLACE WALL SKITS SITS W02ANO WOO. 0 INSTALL MONUMENT CASE AND COVER. 10 PLAN SEE SHEET EIO FOR SIDEWALKDETAIL SCALE IN FEET 1,- CONSTRUCTS'KS56'THICK CONCRETE PAD AROUND HYDRANT PER COR STD PAN 310.1,SEE WA SHEETS. 0 10 20 LEGEND: —————RIGHTOF-WAY — — — TEMPORARY CONSTRUCTION EASEMENT r_ CEMENT CONC.SIDEWALK (�' CAfSN000UMENTCONC. I .,`.',:_.,' SIDEWALK(DRIVEWAY ENTRANCE HMA CL Y2'PG 64-22 WITH FULL DEPTH IpL��_��jj/��//�//7/7/��I RECYCLED PAVEMENT LLLL/11LL4 HIM CLW PG 64-22 DRIVEWAY APPROACH EL, \\ LANDSCAPE AREA-SEE LANDSCAPE PLMIS O�`\\\.HOMA Gig' I. PG 64-22 FULL DEPTH r////1 HMA Ci W PG 64-22 2'MIN OVERL... ,5.__s.,, SURVEYED�AWN . Do CITY OF RENTON DUVALL AVE NE auNNF6N0 RD1 T R •' DESIGN W. DVS Nac NVR6INPARIAQtrI IIID1E T110. 214177 OR3 E. " 1 Parametnx CONFORMED SET '""MYORT"10M DRAWN ERO AID NO. ND AV w PIAN AND PROFILE �1 ii.......-..R- APPROVED mFA1RU(�IDM PAN: NA 1M1 MI NIL: ox ,.,,,,,,,�.,N,s�, ,; BEGIN TO STA 52t60 MAHEER REVISION°MAR ON IF ASV DAD ' _FAA:151131721Ols.4. ......- I^. __. DATE*NIEI SHEET 1 OF 10 SENONO. 17 OF TI NOTES: \ I O CONTS.STRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW ' I OI CONSTRUCT CEMENT CONC.SIDEWALK PER COB STD PUN © / W \ 103. Z O3 CON STRUCTCEMENT CONC.TRAFFIC CURB AND GUTTER PER 0 COR STD PUN 101. CONTRACTORWITH TO .MID A REINSTALL EXISTING F O CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER COR STD CURBING WDN 3'BREAKS.IONTRAROR TO W PLAN 101. SALAGEEREEWOHCITY CRSINII TO THE AND O CONSTRUCT CEMENTCONC.TRAFFIC CURB PER COR STD SALVAGE REMAINING CURBING T07HE CITY. NAN 101. C-LINE. DUVALL AVENUE NE O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A 891+00 MN00 _ - - T - 00�E00 PC ETA 893+18.61 O PER WSDOT STD PUNFJ0.1203. O ampacoNc.CURB RAMP TYPE -STA RVlEAY.1, STA 893+18.6, 1 0a1 O DIRECTIONC A PER WSDOT STD PLAN FJ01603SINGlE 32.YRT 2 3 SEE SHERGR2O_ CO 33.6 GC j-O SEE SHEET GEL F B CONSTRUCT THICKENED EDGE A7 BACK Of SIDEWAII(PER - In O CONSTRUCT UCTTHI R010. -i / //,i%//// / ////7 ,z /11 , 9 NOT USED. ////7it,e) // - l -e., n. ,6. ._ d�.-- F ©' CONSTRUCT CAST-IN-PLACEWALL PER SHEET WDI • I / ___ _ - --I1 0 ADJUST CATCH BASIN. I IAB-- --- 32 ADJUST MANHO D. STA 893+69.1,SHEET GRl O 39.DRT 0 ADJUST VALVE BOB. I BEGIN 1''HIGH WALL 2 MEF1 CONSTRUCT CENTER MEDIAN PER DETAIL1,SEE SHEET RDIO. I 1 I *not on file 1 z 1 [6649S0-Ol TO} I 15 PPER WSDOT STD CEMENT CONC CURB RAMP TYPE PARALLEL B, 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND I I PLAN ® I 1T INSTALL MONUMENT CASE MID COVER. ...„.., 0 30 b O SEE SHEET E10 FOR SIDEWALK DETAIL. Mr 640' CONSTRUCT 51(506"THICK CONCRETE PAD AROUND 19 HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. LEGEND: -———-RIGHT-OF-WAY — — TEMPORARY CONSTRUCTION EASEMENT II CEMENT CONC.SIDEWALK CLASS 4000 CEMENT CONC. �. --' SIDEWALUIDIUYEWAY ENTRANCE EXISTING GRADE AT _ _ ERCUD PAVEMENT2�TM FULL DEPTH DUNE(TTPI _______________ ___-_____ ///�/II APPROACH PG�22 DRIVEWAY _ _ APPR° F ME6•SEE 147J05CAPE PUNS ` 1y,' "'..HMACL E/2'PG 64-22 FULL DEPTH ,R'R..yc .`4'.ROADWAY 0U' OW � J NIM CL YE"PG 64222"MIN OVERLAY WONG GRADE AT \ C{JNE LTYP) 5 9 7 "z g 8111.00 11112100 MINN 10N00 PROFILE WALL 1".20' VERT:1'.4 KART wmROED, DUVALL AVE NE PMWRW ND. RD2 j„ lt,,,, CITY OF RENTON CONFORMED SET ,M N, PROJECT M. 1141119M5 YAMS .., al>< OE TU NT. OR IRANSPORTATNJN MOOR EEOANJER -- w EIEQ°` ,a. PLAN AND PROFILE H� °� Mt """""""""' �'"� STA 891.50 TO STA 894+00 DAIS. MR�1 _ ,.,..,...,.�b�,. _ � 1e D.sE An. DAEE ib.,,,,.. Dom'.w2141.9M5AO.dm -^�•�'"' n: ?. ..__......_ wiE:17GF�'p! SHEET 2 OF SO RRTFNO.NOMIYR MOWN DUMMY. n - • NOTES: OCONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW SHEE S. -- ------_\.------- I! I OCONSTRUCT CEMENT CONC.SIUEWAIK PER COO STD PLAN 1 101. —— ——__—_——_ie. O CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER COP STD PUN 101. STA 895ROB0, 11 O.OLT \ C.O CONSTRUCT CEMENT CON PEDESTRIAN CURB PFR COR STD PT CAINE- DUVALL AVENUE NE ; PLAN 101 AN 101. D� _ � PT STA 895.14.3fi — `\j r PT�898M3.0, n O5 PCONSTRUCT CEMENT CONC.TMOFIC CURB PER CUR STD -I • STA 89S41/.1. \ : ... �... ; .+.".':. .. ^.=--�— _ PCSTA89H79.11 fl(l ..'M6E00....... 2 325WT ...-- _ .�.:...:.-... ....�--+;.: ,:'::pJw..... - _ 6 CONSTRUCT CEMENT CORAL CUP MP TYPE PAPAL I EL A BRA C 00 PT . ':"�-'i+!.;; "::. -..I.... l m PER WSOOT STO PLAN F-40.13-03. � Co ) CONSTRUCT CEMENT CCMK.CURB gAMP TYPE SINGLE D/�/jiff 3i ,7i//41er •.....-.111•. D O DIRERIOYI A PEfl W500T STD PLAN FJ0.16,3 �/i K ©© E ♦_ D97Y2l1;/// O CONSTRUCT THICKENED EDGE AT RACK OF SIDEWALK PER LO e�—d--d -d--�- de a--—_ + DETAIL 2,SHEET R010. A 31.5'RT ---. ---� AO -�_._-..p�._.�,- — O9 NOT USED. L STA 89SR1D.0 0 CONSTRUCT CAST IN PLACE WALL PER SHEET W D: LA LA END 2'HIGH WALL -STA B95♦55.0 Q STA 896R90.0 m m STA694.70.0 BEGIN V HIGH WALL END 3'HIGH WALL END S.S'HIGH WALL 2 .ADJUST CATCH BASIN. 2 / BEGIN 2'HKH WASTA 897LL rn TA BEGIN 1.5'HIGH WALL BEGIN 1'HIGH WAIL O- 390'RT• 0. 39.0997STA .70.0. --I m ADJUST MANHOLE. STA 894435-0 I END HIGH WALL BEGIN I'HIGH WALL F -I END 1'HIGH WALL 32 7 BEGIN IS HIGH WALL 4 I 8 10 O 13 ADJUST VALVE BOX.51 0 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RO10 I143765-0120I 143765-0130 I T43765-OT50 I I143785-OIIOI � CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, / I I IS PER WSDOT 5T0 PUN P 4012-03. ® I I 16 CONSTRUCT CASEIN-PUCE WALL.PER SHEETS WD1 AND �N W D3. 1] INSTALL MONUMENT CASE AND COVER. 18 0 m 4p SEE SHEET E10 FOR SIDEWALK DETAIL 450' 450' 19 CONSTRUCTPER COR STD S'KOO LTD POt CONCRETE 310.1,SEE PWAAD AROUNDSHEETS HYDRANT PUN . LEGEND: -.- ---RIGHT-OF-WAY ' — — — TEMPORARY CONSTRUCTION EASEMENT • I .. -. 1 CEMENT CONC.SIDEWALK CLASS 4000 CEMENT CONK. ND' �, I:...:: .1'.'A SIDEWALK/DRNEWAY ENTRANCE HMA CI%.PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT POMOl6D MAIN A7 GUM HMA CI CH PG 6+22 DRIVEWAY hm APPROACH LiT M STA MNOO.A I LANDSCAPE AREA-SEE LANDSCAPE PLANS EL 431.63 L: PVI STA 895.0E121 HMA CL rLII.PG 64-22 FULL DEPTH E1,429.20 ROADWAY 0.83% 430' 430' 7T/j HMA CI.W PG 64-23r MIN OVERLAY M STA 894403.00 EL=131.13 EXISTING GRADE AT- PM STA 895+OBTOJ C-UNE(TYPI EXISTING GRADE AT PROPOSED GRADE AT EL=428.70 C-LANE(TYPI C-LINE(TYP) 9 i 35 55 5e she 894.00 835001 896.00 897.00 695.90 501.50 PROFILE HOW:1,20 VERT:1'M' �RAR]R SURVEYED: O >AQ o _ PRAWN CD CITY OF RENTON DUVALLAVE NE BMWNGMO. RDJ CONFORMED SET ' PRAWNBr: OVS NMI WOKS IXALRTIL NT Mal NO. MUM. 1 P.MCA AO Pd TRA121 TIX TRANSPORTATION OMgR CHf[P RV APPPOVIR/oRcaNSTNcrw PLAN AND PROFILE MAIO MO. RUMRTR REVISION rrtswrrOR BY ARC CAU R«.R .,..,. 'ULI'nswsrtR.d.4 .�. rv: / ? � 7fy(QI STA 89SHEE TO STA 898+50 RRETNO. IR OF BR SHEET 3 OF 10 NOTES: O1 CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW SHEETS. No ADA Survey 1 O 100NSTRUCT CEMENT CONC.SIDEWALK PER COP STD PLAN !/- 19 O CONSTRUCT COR STD PLAN 101.M CONC.TRAFFIC CURB AND GUTTER PER 1.7( CC OCONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER COR STD 1 °C PLAN lol. os S''T •D OF CROWNT / w E1�33R�EN0 STA SYlW50.0,0.0'T / / / / 0 w OCONSTRUCT CEMENT CONC.TRAFFIC CURB PER CCM STD tr. " STA 899.750,0.0'T i�°. 111 E1W33.21 /� /�/ STA 902a12.5, = PLAN 101. W E1432.58 AA.- . STA 900+75.0,0.O T 14 0.0'i / w gp „E1=43343 / O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL 1,1 1 -' -` - o PER WSDOT STD PLAN F-40.12-03. us C-LINE W _ 899*00 F'iL� 900+00' `4 _ l 901+W — _ 802+Op • .'.-g03 O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE VWI , p DIRECTION A PER MOOT STD PLAN F 40.1603. E1=432.19 Q CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER �6.' PT STA a99.a.n Al / ' DUVALL AVENUE NE ./ O + / Ln DETAIL 2.SHEET RDIO. �i STO 9a24.2, WO 32.5'PT EL=432Alitg ,�' TA 900a18.0,32.5'RT EL=433-16/ ... ////2 Z O9 NOT USED. h ,, __ _ = CONSTRUCT CAST-IN-PLACE WALL PER SHEET W DI L.J • Z 7. - — }-_v_.__ _�_ Q ADJUST CATCH BASIN. = SEE SHE O Ix — — Ip STA9039ORT •`90'RST9ITL*94.O•. _ 390'R7 KL0, 0 ADJUST MANHOLE. Qlp STA 8999.0'RT Z u~t /STA 652' +2.9,3 325'R ~37• END 1'HIGH WAIL BEGIN O END O 13 ADJUST VALVE BOX. g END 1'HIGH WALL END BEGINcc) 2 3 39.0 RAT 9S0 10 ' 11 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET ROM. BEGIN 1'HIGH WALL 0 IS PER STRU TD PLAN F40.12URB RAMP TYPE PARALLEL B, STA 900+18.9, 1143765-02301 74.1'RT BEGIN 2 3 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS AND WD3. PLAN SCALD IN FEET Z® GI INSTALL MONUMENT CASE AND COVER. 450 0 20 w 0 SEE SHEET EIO FOR SIDEWAL%DETAIL 450 CONSTRUCT S'%5'X6"THICK CONCRETE PAD AROUND 19 HYDRANT PER COO STD PLAN 310.1,SEE WA SHEETS. in LEGEND: ————RIGHT-OF-WAY a - - — — TEMPORARY CONSTRUCTION EASEMENT 'I CEMENT CONC.SIDEWALK " i - a°.:CLASS/000 CEMENT CON[. 0 441E �+8.- - 0. PROPOSED GRADE AT Np• x s' SIDEWALK/DRIVEWAY ENTRANCE o iN 0io - ST SST C-LINE(TYPI IHMA CL N"PG64-22 WRH FULL DEPTH r T F W i"' PVI STA902*12.71 RECYCLED PAVEMENT ET E a•iiiiiELz434.95 \\\111 ////////APPROACH PG 64-22 DRIVEWAY LANDSCAPE AREA-SEE LANDSCAPE PLANS / 0.79% PVI STA 902+17.50 EXISTING GRADE AT JT AMA CSL L/j"PG 64-22 FULL DEPTH EL=434.45 C-LINE(TYP) 1 \/\\\\�I ROADWAY 1W 430' rf ///f HMA CL Ifj"PG 64-222"MIN OVER Y EXISTING GRADE AT [C.LINE(TYPI PROPOSED GRADE AT C-LINE MP) :g ag 7 7: i . e A g :: :7 i 890+30 899+00 100+00 .......... 901+00-...... 902+00 903.00 PROFILE NORM 1,20' VERT:1'=4' OVERLAY MD DEPM ROADWAY LMRS GMN(ED DVS 0LTNTtl SUIIYFYED. _ DRAWING w+aPosEDFrwFRE CHANGED DVS PVIsm +a.:, ouwNeY: ram_. CITY OF RENTON DUVALL AVE NE RD4 CONFORMED SET PROJECT NO 2N1TAd0 _ cxj °@ DL9GN.v ovs TRANSPORTATION DIVISION :FLEW: - PLAN AND PROFILE MAID No. MGR �� APPROVED FOR CONSTRUCT ON STA 898+50 TO STA 903+00 FES 2021 NUMBER REVISION OEsaIPTION BY ADP DATE m,� FUELwuwTSD4s Ko.4..4 •-.•-••.�• o. - DATE: SHEET4OF 10 SHEET No 12 of • • I • 9 I I I NOTES: STA 903+56.3,38A'lT y CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW STA903+30.0, 10 STA 904+70.0 38.OTT 9 STA 905T6S.1, STA 906+17.8, I I STA 906+53.1, O SHEETS. :ELITE 8 2'Li O END 1.0 NIGH WALL END I.O HIGH WALL 54.2'LT BEGIN THIGH WALL BEGIN I.S'HIGN WAIL I 102305-9112I O�ENLD O�ENDi is �6 E� 1 3 000NSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN SO STA 904460.0,38.0'1T STA 905+36.0, 102. .� END LS'HIGH WALL 4 38.0'lT SEE SHEET GP d1 O3 CONSTRURCEMEM CONC.TRAFFIC CURB AND GUTTER PER BEGIN LO'HIGH WALL O BEGIN ® `�_� COR STD PLAN SOl. p —— ..-. ^�`^ 4.. ws^ ♦,1�� R=25' \"�.ST0 90V0V ——— . 0 CEMENT CONC.PEDESTRIAN CURB PER COR STD 4.4, LO 2 3 Ce OPIAN 101� W Lu / /�J`// �C �� END W = i�STA��261 "-STA 903�562/ / /// / / /� 3Z 8905�99], = O CONSTRUCT CEMENT CONC TRAFFIC CURB PER COR STD VI A �.'�� PUN 101. E. A N W 32.9'ITAA _='S_L_Ff1.4.___ END O w LA' ejj O6 PER WSD T CEMENT F-40.CURB RAMP TYPE PARALLEL A PC STA 906+35.3. 12 PER WSOOT STD PLAN Fi0.12-03. 0'lT C-UNE PI STA 906.45 21 FOB•.•.'..'.---::.•;.•.•.•.-.'.'...........-.-:.'90N00 906E00 908+WO 907.00 I OCONSTiON CEMENT WSDO NC.CURB RAMP TYPE SINGLE 0p'E .tti.....ti i.ti 1,wrr �I�I�w L ti — ® DIRECTION A PER WSDOT STD PLAN F-40.16-03. 8s ''•" STA YO3�96.2, DUVALL AVENUE NE STA 90`"%� PI STA906+35.13 g DOT BEGIN Q H CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER •' N END 0 isirmAr 12 13 ® y~j DETAll2,SHEET RDIO. EA JJ O9 NOT USED. _ ////��/// �� '' � �� \� � _ X 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WDI. �,\ U jb. .>^• \� R 2\ / / cSEES 5\\ \ Q 0 ADJUST CATCH BASIN. E ©©32.STA S�RT— \ ` k — ©ADJUST MANHOLE. m \ \; \ H EET GRS STA903+150, 10 ]7 / ' 1 39.ORT B 10 STA�3905 T l~iJ / `Tt o/SEE SHEET IRS • 11 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD30. BEGIN 1'HIGH WALL I�.' I143765-0230I ENO THIGH WALL SEE SHEET GP4 1S • F=- ; I 15 CONSTRURCEMENT CONC.CURB RAMP TYPE PARALLEL B, I O PEP WSDOT STD PUN F-40.12-03. Z + 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND PLAN wD3. SCALE IN FEET Oil INSTALL MONUMENT CASE AND COVER. • 0® 0 SEE SHEET EIO FOR SIDEWALK DETAIL - -- - - 19 CONSTRUCT S'KS'K6'THICK CONCRETE PAD MOUND HYDRANT PER COR STD PUN 310.3,SEE WA SHEETS. LEGEND: ,R 208'VC —————RIGHT-OF-WAY S 45V _ _ PVI STA 906+08.13 450' — — — TEMPORARY CONSTRUCTION EASEMENT EL=439.20' ',, ',,. x K=161.52 '' . CEMENT CONC.SIDEWALK Lg !,.,.. x ClAS5 g00p CEMENT COENT SIDEWALK/DRIVEWAY ENTRANCE A R g BMA CL W PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT i EXISTING GRADE AT T �'/ /lI XMA CL 'PG 6422 DRIVEWAY [-UNE(TYP) I�////////�l APPROACH 41P PVI STA 903+95.95 PVI STA 965405.67 MO x EL=436.52 EL=437.55 --- _ LANDSCAPE AREA-SEE LANDSCAPE PUNS HMACL "PG 64-22 FULL DEPTH 0.85% 0.76% \\/\\\ROADWAY cg Y PVI STA 903+96.16 PROPOSED GRADE AT rj/ /`/��I,HMA CL W PG 64-222'MIN OVERL V EL+436.02 EXISTINGGRADEAT PROPOSED GRADE AT C-UNE(TYP) 2 C-UNE(TYP) C-UNE(TV) S 47r 1 430' s . 4 SO7.p0 904.00 905500 906+00 907+50 905400 PROFILE 19 AVERT i'-24a RD5-071922 I Y SURVEYED: CITY OF RENTON DUVALL AVE NE PROER RD5 DRAWN BY: CONFORMED SET PUBLIC wOBIG DEPARTMENT u4u7fo,s DESIGN BY (�arameerix TRANSPORTATION DIVISION r D Br BP APPROVED FOR TorOrRULTwx PLAN AND PROFILE EDu MO 1 FWU NU 25 I LS I �/19/271 PP F1LLE - ��«=�a„� STA 903+00 TO STA 908+00 OAYE .011 01L (Mw9ERI REVISION OESDIIPTION I Br I APP.I DATE I „,„., F.loth sown w.NE.FWE._741.“II,* BY: DATE: SHEET5OF 10 SHEET NO._IL OE iR Dammed web end getter far Driveway Shin F011'A'W End temp NBA Nick- Ste * Per COR104.2 Sta ErW Trelfic Dueteek terafionDSTA y� 80.64 LT SU 909.22.53 LT edge,Begin CONSTRUCT R CEMENT CONC.DRIVEWAY ENTRANCE SEE OW 90Br66,64 LT to Ste Gager SUemp MIA 911.90 Traffic Cue.end Gut- 1 O Begin Cur.transition 909.16.53 LT End CabT elfion thickenedbegn ad. BHAU I SHEETS. r ter S 911 T2 90 LT J- O CONSTRUCT CEMENTCONC.SIDEWALK PER COR STD PLAN w �--'- �06000f;'lmf. .. I. ..... — �._ ,Wei.... --'''''''''''—' - -- ..per @. _ _. a-r j .... , ... .. ••• O3 CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER w _- ry CON STD PLAN 101. tn~ 033.013 STAX BEGIN, STO903 fis P STA 909+12.4,1/ �L• • STA9 32.5'LT O4 CONSTRUCTan PLAN CEMENT CoN PEDESTRIAN CURB PER COR STD NT to + MATCH EXISTING. CLINE-1 0 AP co _ \` O CONSTRUCT CEMENT CONC.TRAFNG CURB PER COR STD m 909+00 .. ...vitOr00- - ° 9/1 -B12W0 ;.:•.. "..917g PLAN101. � PI SfA 90&3521 R=5.5 — —. _- ____. ._.___�_. IY1 O COf25TRUCT CEMENT COMC CWB RAMP TYPE PARALLEL A W DWALLAVENUE NE ' � PI trA 91:.93.50 � PER w500T 510 PUN F�0.12�3. / 13 Z 0 CONSTRUpRERIONCT A PER CEMENT CO,NC CU RB RAf+MPw.16-03TYPESINGLE WSDOSTD Q.. _. O CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER = DETAIL 2,SHEET R010. _ •u T —Q ONOT USED. / T STA 912.93A,-1 �i CONSTRUCT CAST-IN-PLACE WALL PER SHEET WDI /(/ 2 3 32.5'RT BEGIN, m ADAIST CATCH BASIN. MATCH DUSTING / I I 0 ADJUST MANHOLE. PLAN 0 ADJUST VALVE BOX. SCALE IN FEET = 14✓•�1 CONSTRUCT CENTER MEDIAN PER DETAIL i,SEE SHEET RD10. 0 20 40 15 PER CONSTRUCTWSDOT STCEMED PNTUN CON FC CURD RAMP TYPE PARALLEL B, d0.12-03. 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND W D3. 0 INSTALL MONUMENT CASE AND COVER. 20B'VC �, _-., ,,,-„_ 161 18 VC --,--______ _v SEE SHEET ETA FOR SIDEWALK DETAIL 450. PVI STA 908+06.13 PVI STA 90843.23400* EL=439.2 5' O CONSTRUCT E RS XU 6STDN PICLAL NC ONC 30.RE P WADA AOEUTNDK6152 0.19101 . VC PSI STA912.25.00 LEGEND: 1.41 8 K.647.fd -RIGHT-OF-WAY N — — — TEMPORARY CONSTRUCTION EASEMENT In V1 $ 1CfMENT CONC.SIDEWALX gPVI STA 909.12.57 aw PHI SEA911.05.40 TT rp Q MO' ELM39.17 ELM97D5 :.7f• g -•_ }_� S AU((4aNDCRNEWAY ENTRANCE __ ______ ____ 46aP _______ 1� I$ IHMA CL3'1'PG64-23WRH FULL DEPTH q$ [_�_ J RECYCLED PAVEMENT _521f M STA 90t9F12A6 2091E • Ew39:67 11 E+Y 1/�///////A PPOACH PG W-22 DRIVEWAY 6 _: _,.UNOSCAPE AREA-SEE LANDSCAPE PUNS __PROPOSED GRADE COSTING GRADEAT _-- II..\\"\ROADWAY•PG 64-22 FULL DEPTH 430' C-194I1Ti)- C-UNE(NM rr� 430' li� HMACL t/[PG 64-222'MIN OVERLAY EXISTING GRADE AT PROPOSED GRADE AT C-UNE(TYP)--\ /I_CUNEUTP( e e ^I3 e2 na : .1e 5 a 5' 75 :5 N: e5 a na gy 906.00 909.00 910.00 611409 912401 911.09 PROFILE HORQ:1'=20' VERT,.1'4' RD6-052622 NAMED: PU BO Cs WORKS a1 arv�sru« DRAWN," CITY OF RENTON DW M ALLAVE NE ow6ND, RD6 PROJECT(7: DOMn: WSPROJECTRD. :uvAWS ten. 4/4 Paramatrix CONFORMED SETPUN AND PROFILE HOADNO rARIVENT _ rDAmanNcraN PhD SO 19-School F rootage Rev,sions TLS 52522 PMI MN' CIA' STA 908+OO TO STA 913+00 MTE. RB NilN iMe[n W..D[icel30ON L n L AM.L DATE_ ^„� HIE:aIM1TIRIISROGwE .-n-.-m. ". RTy' DATE �:'%'ef SHEET 6 OF 10 WET NO, 11 OF 94 s • 0 • • I TRANSITION WEST SIDE CROSS NOTES: TA 915+60, SLOPE FROM-3%TO-2% 3 END END TEMP.HMA BEGIN CURB TRANSITION CHURCH DWYS. 11 I BEGIN WEST SSIDE CROSS BEGIN THICKENED EDGE HMA THIC 3NEDEDGE STA 91380.63 SSEE TA HEETD 3,R O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW SLOPE TRANSITION TTTTTT 32.5LT O[ONSTRUR CEMENT CONC SIDEWALK PER COR STD PLAN STA 91NB5.i, STA 916.63.23, STA 917+29.00 END WEST SIDE CROSS 32.5'LT 4.0 00 102. SLOPE TRANSITION -` 32.9'LT I ' T p O CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GLITTER PE0. p -'- •~ COR STD PLAN 101 K' • W LAI - '- - - - --' ---,is*. N CEMENT CONC.PEDESTRIAN CURB PER COR STD m�� s� \ O6 CONSTRUCT `W- PLAN 101. E=jl DEPRESSED CURB AND GUTTER. Lil W w FOR DRIVEWAY PER COR 104.2 OS CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD N STA 915.80.3, STA 917.86.63,32.5'LT PLAN 101. LT O TO STA 918.04.63,32.5E 1',I-N. (-LINE END 14 0+0 O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A M AGO 914+W 915.00 _ - 917.003 u 918 05 PER WSDOT STD PLAN F40.12-03. O,-_ :.!.............'.'.'.'.'.%'.'.'.'.•- .--'.'.'.'.'.'. ................ ..... .... ST4916+31.2, tih STA 917.18.0.- STA 91].33.0, H O] CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE IY p0 / R.5.5' 34.31TT O > O 38.0'RL /�38.0'RT DIRECTION APER WSDOT STD PLAN f-/0.16-03. f- RELOCATE 1 PRIVATE OWY 10 END 1'NIGH WALL STA 915.88-4, SEE SHEET DW 1 13 I 38.0'RT EX MAILBOX 5TA 916.85.532.5'RT END 16 Z g DETAIL UREET90NEO EDGE AT BACK OF SIDEWALK PER Z D ALL AVENUE NE 16 BEGIN �• BEGIN 0'HIGH WALL J ODETAIL 2,SHEET RDlO. = BEGIN 4'HIGH WALL 4.11 / _`, r 1 O NOT USED. 12 N:' • ''.' N,. .\ L.. ktilta -�/� v • P -P.. %;2 ONSTRURCAST-IN PLACE WALL PER SHEET WDl 2 ---- ---_. - , , --- - -- -- • ADJUST CATCH BASIN ' C STA 913.0311 STA 914*27.4, �� STA 914+68.2, _ _ STA 915485.4, TA 916+27 3,_ _ �, �.,"i STA 917+13.0,43.8'RT AP • STA 913+48,2, 38.dRT 38A,RT 38.dRT 38.0'RT 38.0111 AP / BEGIN 1'HIGH WALL 38.0'RT END 2'HIGH WALL BEGIN 3'HIGH WALL ENO 3'HIGH WALL END 4'HIGH WALL STA 917.18.0, 0 ADJUST MANHOLE. BEGIN 2'HIGH WALL STA 914929.9, MATCH TOP OF SHAFT STA 916+29.9, A 916+40.2, STA 916.64.8, STA 916+79. STA 913+45.2, 10 40.5'RT 5TA914.42.7, 40.5'RT AP 40.5'RT AP 38.0'RT AP 41.EN RT1NSH WAL- 43.8'RT AP 12 13 ADJUST VALVE BOX. 38.O'RT 102305-9277 AP 38.ORT STA 91445.2, SEE SHEET WDI STA916.42.7, STA916+66.7,- BAD 5.0, I102305-9BHTI ]4 CONSTRUCT CENTER MEDIAN PER DETAIL I,SEE SHEET RDIO. END 1'HIGH WALL I SEE SHEET W D1 BEGIN 2'HIGH WALL SECTION A 3ND 38.01IT APWALL 41.0'RT AP -STA 916.75.4, SECTION A END 2'HIGH WALL FO0.WALL DETAILS BEGIN 4'HIGH WALL 41.0'RT `STA916+91.2, FOR WALL DETAILS STA 914N0.2, O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL 8, 40.51IT PROVIDE MAXIMUM END4'HIGH WALL B0.2NT ]9 15 PER WSDOT STD PLAN fd0.12-03. M CONCRETE HYDRANT PAD� BEGIN TRANSITION FROM BEGIN 3'HIGH WALL WIDT WITH N IRO I 4'T02'HIGH WALL 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND •B' . WD3. ,.>_ SCALE IN J m INSTALL MONUMENT CASE AND COVER. 0 20 40 SEE SHEET EIO FOR SIDEWALK DETAIL. - - - 1 • 19 CONSTRUCT 51S'X6"THICK CONCRETE PAD MOUND HYDRANT PER COR STD PLAN 310.1.SEE WA SHEETS. LEGEND: gd VC -----RIGHT-OF-WAY 2 44$ • NI STA 91514D.D0 • - 440' - - - TEMPORARY CONSTRUCTION EASEMENT $ EL428.02' 70'VC $ K=736.60 - PVI STA 916.15.15 - i 9 $ ELM2S,98' CEMENT CONC.SIDEWALK T K=735.91 CLASS 4000 CEMENT CONC. n n _ 8 1C m _ _ rf z -=..1-4- SIOEWALK/DRIVEWAY ENTRANCE PVI STA 913.00.00 f,m., PI 8 $ ELW32.80 PVI STA 913.35.32 • o Q' .+'"' HMA CI "PG 61-22 WITH FULL DEPTH z -2.33% E1=431 98 T4T R Imo/ RECYCLED PAVEMENT N -1.94% W m A a. I'/ �APPROACH• R 622 DRIVEWAY Ga 7 X438. __ ________.__________________ PVI STA 91+80.09 'g'W :'s-._ 430 LANDSCAPE AREA-$EE LANDSCAPE PUNS PROPOSED GRADE AT ---- ----- I EXISTING GRADE AT F NMA[wit'PG 64-22 FULL DEPTH EI C-UNE(TYE') __--- "• C-LINE(TYP) L/\\\\\/�ROADWAY Y ////fHMA CI%"PG 64-22 V'MIN OVERL.. PVI STA 915+BO.30 1 E1426.692.34% EXISTING GRADE AT ///��PROPOSED GRADE AT $ C-LINE(TYP) / GIINE(TYP) 5 .g 7 t A^ D^ i� : • R917.00 914008 915400 PROFILE 911000 917400 919.08 HORI2:1,20' P. VERT:1.4' RD7-121322 1FMHDII-6OK1BLFWNTADEREVISIONS T. bDAa ENHI MOW OUT TPMHax AT EN ovs EHIni `Ror Kw, oRAWNn fa._ CITY OF RENTON DUVALL AVE NE NL,YAN6ND, RD7 WV'4p REyy4DHR DVS' LTY2 ?:` CONFORMED SET MRECTND. 21412n9E5 A2 PTRRANS WORKS DEPARTMENT ONE dr`7 MEDI(1. w APPROVEOPOR CONSTRUCTION PLAN AND PROFILE NDAlo NO. - . GLIB �EuoxL e.R® WO/NCR: _CM‘___ STA 913+00 TO STA 918+00 s MUMMER REVISION DESOUPTIDN BY PPP. OATE ,nun• ERE:NAJILFTIBIR RDdy - -• BY. DAM SHEET 7 OF 10 100'"°_itDF.E_ CHURCH DWYN�O TO STA 919+39.74,35.{'LT -ST 91'R46.6, 11 I 18 NOTES: _ 3 46.8'LT, �, $TA 919+]0.1, SEE SHEET DW2 ANDTHEN6.3'NW 74.4LT, ' STA 918+85.85, ALONG LURE RETURN E� 1 BEGIN 3 1 '� I516970-0096I I149450-00501 Ow RUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE OW 32.5'LT END CURB TRANSITION- AS STA 919+69.2, DEPRESSED CURB AND GUTTER' . STA 919406.35, 2 I 'I I 59.0'LT, �}y�� Oi CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN t` FOR DRIVEWAY PER COR 101.2 32.5'LT PC Q' 1 GROCERY BACK DWY STA 921+85.3, 102. K� STA9A8+713532.5'lT SEE SHEET OW3 38.OtT - - r TO STA 919ROp.35,32.5LT ZI ��V�O SE HO Sff SNEET' STA 92IN3.9, � BEGIN O _ _ O3 CONSTRUCTCEMENT CONC.TRAFFIC CURB AND GUTTER PER 2.51T \\\ COR STDPUN 101. w" BEGIN CURB TRANSITION "�Z�` ,® ) �,--,.m . j , .4r�". L 3 _ STA 918+65.35,- -. -- „g�sP"" ' - Of 4 CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER COR STD = 365.35, - - ,/ \�� Pf :T]GY'JE�. 1111ki �i"l'�A ...... o O PLAN 101. \\ �� cc p� ! • W OS CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD Lai END CURB TRANSITION STA 9132256,_ 14.1 PLAN 101. 0E STA918.10,63, O3 OS 32.5'IT PC R=15' ® STA 939+91.7, WATER MAIN TO BE O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLELA 32,5.LT DEPRESSED CURB AND GUTTER k114, ABANDONED PER SP SHEETS wPEfl WSOOT STD PUNF-40.12-03. TPI STA 919+35.21 PT 1��,, E R DRIVEWAY 06.DCDRGUTTE5 3F,F00 STA 917.86.63,32.5'LT yy9400920+00 _ \ O Oj CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE vt TO STA 91:404..3,3 5I 921+� 923 DIRECTION A PER WSDOT STD PLAN F-40.1603. �1-*70U, STA 918.98.5. 0.1'RT i,STA 919+91.70 -N CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER STA 918+780, n 38.0'0.T CLINE Ot O 38.0'RT BEGIN 2'HIGH W. ` > DETAIL 2,SHEET RDI0. 0 W` ,,E® DUV I AVENUE NE N END 2'HIGH WALL I- O NOT USED. Lai a a 2 ' PP A P � ST.919H 55.9,_ ? 0 CONSTRUCT CAST-IN-PLACE WALL PER SHEET WDI - �` � �v�o9ET.d\ H a�NE RT.0 _— i __ Elma��.,yrr.. ;re�i 1„ u ADJUST CATCH BASIN et I- STA 918+24.4, �1 STA 918H2.7, i i Q m ADJUST MANHOLE. 38.0'IL 38.ORT AP _ , END 4'HIGH WALL BEGIN 3'HIGH W f \ NRBAND GUTTER AND SIDEWALK - 13 ADJUST VALVE BOX. MATCH TOP OF STA918440.2, / A918498.5, 41,-T .9' REPAIR ASNEEDED,SEE SHEET PU2 14 CONSTRUCT CENTER MEDIAN PER DETAIL I,SEE SHEET RDI0. SHAFT 405'RT,AP 3.8'RT AP END 1'HIGH WALL s STA918+78.0, ESNEET GRS STA 918429.9,- O 15 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, 40.5'RT,AP {3.8'RT,AP STA 919+25.8, M E F PER WSDOT STD PLAN F-40.12-03. 38.1'RT,AP SEE SHEET WDI- SEEA SHEETS WDO END 2'NIGH WALL O CONSTRUCT CAST-IN-PUCE WAIL PER SHEETS W D2 AND i SECTION ABEGIN TRANSITION WALL HEIGHT *On file 16 FOR WALL DETAILS P WD3. FOR WALL DETAILS 102 i 9081 - FROM 2'TO 1' SCALE NO a. m INSTALL MONUMENT CASE AND COVER. >• 0® 0 SEE SHEET EIO FOR SIDEWALK DETAIL. 430. - .43n 1 CONSTRUCTS'KS'X6"THICK CONCRETE PAD MOUND 9 HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS. LEGEND: —————RIGHT-Of-WAY $ - - - TEMPORARY CONSTRUCTION EASEMENT e PVI STA 914.26.00 I. . -' . •I CEMENT CONC.SIDEWALK i E1-/19.33-\ - EXISTING GRADE AT CTA354000EEONT I �' CLINE ITYP) • - - 420' SIDEWALK/DCftIMVEWAYNTC ENTCRANCE NMA CL W.PG 64-22 WITH FULL DEPTH • _-___- 4.96N._ I RECYCLED PAVEMENT Y --- ------------ /�APPROACH PG 64-22 DRIVEWAY __-- LANDSCAPE AREA-SEE LANDSCAPE PLANS PROPOSED GRADE AT ---- CAINE(TIP) PVI STA E1.415.421+25.00 __________________ V`\\\/I R°ADWAY"PG 64-22 FULL DEPTH gl 410' HMA CL 3iTPG 64-222"MIN OVERU., Y EXISTING GRADE AT PROPOSED GRADE AT O C-UNE RYPI CLINE(lYP) LT -- 918440 919400 920+00 921+00 922440 923400 PROFILE ORlz:1•.zo RD8-121322 VERT:1"=4' A:::ours REVSED DVS i =MI + FRONTAGE PEV BKXe DVS ES 05/2622 tlE . `1�D" SURVEYED CITY OF RENTON DUVALL AVE NE Dww,„cxo RD8 WALL NOB REVISIONS DVS IVIm DESIGN BY: ws DRAWN BY OD CONFORMED SET PUBLICWOMs WPAPFFW„f P„aEcrra 1141p81ss ' CHECK BY: AO TRANSPORTATION DIVISION PLAN AND PROFILE FED MONO. -—- 12 APPROVED FOR COHGTRUC3WN D.E. OU2p21 PIL _UK__ STA 918+00 TO STA 923+00 NUMBER REVISION DESCRIPTION BY APP. DATE .0..... FILE.L.FVLL w114vos _79 -RDEN. -•�+"^• B° °"'E SHEET 8 OF 10 SHEET NO. or�E • I I NOTES: GROCERY S OWYO1 15 -GROCERY N OWE 19 O CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE SEE DW SEE SHEET DW 3 SEE SHEET DWI 149150-� ETA 926+45.8, 518979-009�2 3STA 259T3r51.3, I _... O2 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN �- �_ © --_ O CONST UCT PLAN CONC.TRAFFIC CURB AND GUTTER PER STA 923r06.7.�� - ... ............. S J ' — ' O CEMENT 38.0'LT � - ... .'.'..:.': ��,��, Z 3Y < CCWSTRUR CEMENT CONC PEDESTRIAN NRB PER COR STD ice. D�.END O,,% .1r1.,*�� Is—._•-• _ S '- - I1� - N101. CEMENT CONC.TRAFFIC CURB PER COR STD PLAN 101. r 405 STA927+S87, O6 CONSTRUCT CEMENT CONC CURB RAMP TYPE PARALLELA WATER MAIN TO BE 330'LT 1 3 PER WSDOT STD PLAN F-00.12-03. m cuNe-� ABANDONED PER SP SHEETS D29.44 AVENUE NE MA N \--+- 9Y6+00 yp9yn p ,_ 9nrpp MATCH EXISTING O] CONSTIIUR CEMENT CONC CURB RAMP TYPE SINGLE --1 924400 �- - 1- DIRECTION A PER WSDOT STD PLAN F-0.1603. IIIIpp - PT STA 925W5.86 N STA926E63.9] - W , PC STA 924.04.62 �/� O DETAIL A.MEET RD OED EDGE AT BACK OF SIDEWALK PER •-�,�F1 SETA 92.59A5 8 p9O NOT USED. N m CONSTIIUR CAST-IN-PUCE WALL PER SHEET WDI _ _— - m 0 ADJUST CATCH BASIN. m --------------------.1 0 ADJUST MANHOLE. CO - ----CO CONSTRUCTO ADJUST VALVE BOX - - 0 CENTER MEDIAN PER DETAIL 1,SEE SHEET RD PLAN Z CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, SCALE IN FEET I O PER WSOOT STD PLAN F-40.12-03. � 0 20 40 I 16 CONSTRUCT OAST-IN-PUCE WALL PER SHEETS WD2 AND WD3. I 17 INSTALL MONUMENT CASE AND COVER. 8 SEE SHEET EIO FOR SIDEWALK DETAIL 42r 420' 19 CONSTRUCT STHS'X6'THICA CONCRETE PAD AROUND L.V HYDRANT PER CON STD PLAN 310.1,SEE WA SHEETS. 350'VC _ LEGEND: PVI STA 03.72.,25 -RIGHT-Of-WAY ETA403.72' ---- KN1.62 - — - TEMPORARY CONSTRUCTION EASEMENT Tryy EXISTING GRADE AT f [ _...__-2.17N C .CEMENT CONC.SIDEWALKa v f CLASS 4000 CEMENT CONC. - < t • •- •.•,1 SIDEWALX/pWEWAY ENTRANCE -----__- HMA CL Si"PG 64-22 WITH FULL DEPTH RECYCLED PAVEMENT ----------------_ HMA CI. PG 64.22 DRIVEWAY ____-_ APPROACH PROPOSED GRADE AT LANDSCAPE AREA-SEE LANDSCAPE PUNS C-UNE(TYP) \\`\RHMA WAY OAD •PG 64-22 FULL DEPTH 9r = 40P 4 HMAQY2'PG 64.222'MIN OVERLAY EXISTING GRADE AT r PROPOSED GRADE AT C-UNE(T"•v)A / C-UNE)TVP) ug, n n m „I$ g.,,9, a4 R< Nq hg 1 . ,:., .,..; 923.00 92000 02500 929400 927+00 929+00 PROFILE HOBO:1'=20' VERT:1'•4' SURVEYED: RD9 '�., CITY OF RENTON DWALL AVE NE pMMN6 q. ROR cn R DOWN ME DVS PTBDC WOOLS DEPARTMENT MDR MD. 21417790E5 r(0*SPaaranoN 031901 ,,�•_'y DIEU BY Im Parametrix CONFORMED SET PLAN AND PROFILE �... PRDI MDR; OM[ PP.RDNE <oHsr4ulTlax STA 923+00 TO END DATE. KO 2921 am...,.,m,.. ...ER REv,sKw DESCRIPTION n ARP. DATE mm� ERE:w2uv2so4sRn4PF .-•--+� 4v: wT-!'T SHEETS OF 10 SHEET NO. 25 Of 111 GENERAL NOTES: 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN.CONTRACTOR SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL MBA SLOPE REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA DUVALL AVENUE NE REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY STAB91439.05 ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS. 32.5tl RT CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND FL PT EL423.63 STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE R420. ST/491493.ffi CONTRACTOR THROUGH THE USE OF A CONTRACTOR-SUPPUED,CALIBRATED, REVERSE GUTTER PAN TO MATCH ---_---- TOC EL 424.13 3150.RT / O 4-FOOT LONG'SMART'LEVEL TO DIGITALLY MEASURE SLOPES. EXISTING DRAINAGE CONOOION FL EL423.74 -... __.__ S. IC EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILNY TOWARDS NE 7TH Pt AND DUVALL AVE NE STRUCTURES ARE SHOWN FOR REFERENCE. I B. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERUNE STA 891.77.02 6 I TOC EL 124.M AWNMENT. 36.53'RT 110 • R.TOC EL423.37 Ie I) CONSTRUCTION NOTES: TOCEl t2337 © ,; 1 CON97RUCTCEMENTCONC.CURB RAMP TYPE PARALLEL A PER 4e.......00 5APB 1.SA6 I O WSOOT STD PWNF-40.12-03. 1 4.76'•2.3136 _ O CEMENT CONC.PEDESTRIAN CURB PER OTT STD PLAN-101. STAR9IY7231 B 142a '�W EL42433 A156•RT �/ a '1� EL4N.22 O CEMENT CONC TRAFFIC CURB AND GUTTER PER CTTY STD PLAN-101. FL,TOC EL423.45 ,/.o.oouf - O DETECTABLE WARNING SURFACE PER WSDOTSTD PLAN F-45.10-02. TOC EL 423.15 otlo,' a 5 s_ 'Y' tD,MR429A5 �6 TOC E1473.91 {4. '� STA 891+70.03 h... �fI O14 - 46.33'RT , '� 4, LO,M EL423.52 JL/L`�// FL,PCC EL423.72 -I ® ADA ELEMENT: LEGEND._F-- `x BOWEL 433.99 AP ANGIE POINT BOW RACK Of SIDEWALX 8-10 9 PCC I�IANDING BR BOTTOM O RAMP y2 o EL ELEVATION Z SW SIDEWALK LO LANDIN FL G PC POINT OF CURVATURE I ❑�CROSSWALK M PRC POINT OF COMPOUNDDCURVE C / PRC POINT OF REVERSED CURVE MC 70C ELfu.71` BOW EL 424.64 U❑DMVEWAY PT POINT OF TANGENCY / PRC STA STATION STA Mlf71.11 \ ME MAXIMUM EXTENT FEASIBLE SW SIDEWALK 5514'RT lik m V -14.5' TOC TOP OF CURB FL,PRC FL421.33 '! ✓ DUVALL AVE NE/NE 7THPL TR TOPOFRAMP 1. NF CORNER ---SAMPLE GRADE BREAK RMY ;I TOC RLAOSI2 -BOWEL425.20 RAMP DETAIL STA891473.01 lk /,oct.L SCALEWFEET = 5930'RT 0 3 6 1� L .-.�._..._i FL EL424.62 El 0 `MATCH EXISTING STA891l7307 TUIEXISIING 61.36'RT FL,MATCH EXISTING wnYEr[a DUVALL AVE NE IIMYANC ND. GR1 `Ra M!I DRAWN BY: Aw CITY OF RENTON INDICT BA. ]U1TMWs 47s PTMR9VRTATKIN NYEXIN KIMONO. gym: DVS AEK Parametrix CONFORMED SET DRU Br: APNFNLn EoacoNsrnuaXRl PLAN AND GRADING IRATE. NB Lon PSE MCI: we Br%�"" mu:l/02/1' NE SHEET 1 OF 6 CORNER MERINO n OR B4 N.113EP MARCH MONTI. e. ., o.,,. M� ME-P02141T+9P4sw.ep +.:- `• I 'N • STA 906+82.63 32 699 RRT.u.63 GENERAL NOTES: DUVALL AVENUE NE R•35' 33.73'RT FL PTEL437.60 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN.CONTRACTOR 3.12'@6.31% FL EL437.59 3 SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE STA 90H8].94 REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. STA906+70.91 cum 32.69'RT LEGEND: 0.8 2. RADIUS CALLOUTS ARE TO FACE OF CURB. 3SA1'RT� �• {37.87� '07% TCH EXISTING ADA ELEMENT' AP ANGLE POINT FL EL 437.34 .07% >t- °3,1'00.38% 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA El RAMP BOW BACK OF SIDEWALK TOC EL437.34 , B S8 317E m 1.9T 0 0.38% MATCH EXISTING STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FIELD BR BOTTOM OF RAMP 6 TOC EL 438,09 ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET ALL ADA L❑LANDING EL ELEVATION 6A6 ^, O•' � REQUIREMENTS. FL FLOWUNE STA906E65.53 LLI r El SW SIDEWALK LD LANDING 38.26'RT y El 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY PC POINT OF CURVATURE FL EL 437.25 `A • ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, ©CROSSWALK PCC POINT OF COMPOUND CURVE TOC El 437- °o° °o• CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND PRC POINT OF REVERSED CURVE °• n 5.28'00.39% STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE El DRIVEWAY PT POINT OF TANGENCY+ o00 °0 I -MATCH EXISTING CONTRACTOR THROUGH THE USE OF A CONTRACTOR.SUPPLIED,CAUBRATED, STA STATION TOC EL{37.59 1.y1 + 000• ° ,65@ \-BOW EL 438.17 AFOOT LONG"SMART.'LEVEL TO DIGITALLY MEASURE SLOPES. ME MAXIMUM EXTENT FEASIBLE SW SIDEWALK @ N1e W.;o ❑L 2.66'@7.50% TOC TOP OF CURB STA906.S9.91- ti BOW EL 437.55 ti 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES ANO UTIUTY TR TOP OF RAMP 42.77'RT �j by 81 1.65'@7.97% EL 437.97 STRUCTURES ARE SHOWN FOR REFERENCE. -- SAMPLE GRADE BREAK P1 EL437.09 N iA' e. 1 ID,BR EL 437.42 TOC EL 437./9 /,V/ •(@ 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE 6 0 AUGNMENT. STA 46.1TRT /�trey+ \ °w 9' CONSTRUCTION NOTES: • Ft EL436.99 °t �! y O 9c 1 ° A .• O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A PER 8e 1 WSOOT STD PLAN FI0.12-03. SW \ /' ID,BR EL 437.35 y 6' O CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. !°I- {. A1•C• °6 °•� BOW EL 4;].60 O3 CEMENT CONC.TRAFFICCURB AND GUTTER PER CITY STD PLAN-101. ME TOC EL 437.22- ` �. 7 @ry y' N O4 O DETECTABLE WARNING SURFACE PER WSOOT STD PLAN F-45.10-02. y . 4< STA906a52.59 ^ A, 0 .AM. O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTION TYPE A PER _ 53.29'RT� ,S. ' BOW EL437.58 Fl EL 437.22 W500T STD PLAN FJII.16-03. ? Oi - ��•••-648, a/ D VA LA EN E E STA 3S.44N23 '\SOY STA 919+25.41 STA 919.42,23 �OFF35ABRT 32.50'RT 35.30'RT SW EL 118.E CI TOC EL 437.31 FL El 418.670 FL EL 418.96 269'0413% F- STA 906E50.58 _ El O 4* �.-ID,BR EL 437.31 STA 919+33.85 STA 919+39.19 3.16'@ 0.95% 59.0{'11f ,A�.rb, TOC EL 419.17 OFF 36.01 RT OFF 3GI8 RT �48919+49.69 _ = FL EL 437.31 • • SW Et419.12 I SW Et418.99 �p 36.5T RT L ` -- SW EL 418.85 3.04'@ 7.31%-,„, •' I ®�' TOC EL 418.85 5 IO TOCEL437. •5ry 02.54E 0 ° _� ° -� Gr•' 3.50'@7.50% A • ° r` FL EL 418.59 & I' 8! 5i@=20% `10,8R E143]40 ° A G ° . ° 5.00'@0.00%° \� TOC EL419.09 0_ TOC EL 437.81� d 2.58 @].80% ° e° ° o -��\ III�� Y 5.65'@ 8.50% N 6.68'@ 1.91E • °�%,� n i J hAlb#• ••I \\ ^I R� BOW EL43]60 L ° °• ° ° ° M-10' W o STA 906M9.54` iii: ° °^' .: w Z FL.PC EL 137.59 + ' ° ° • $a e N 1.72'00.00%- 0.73_!O%% BOW El419.25 $ ° ° • O -Cr Y 1.72'@ 7.31%� p, 1 °° C. .o o. TOC EL 937.94 `BOW EL 437.98 °6,�,�1- _ 5 FL EL437.66� yT ---- ;Ap.@p00%- X @per _FEEL/19A7 nR STA 919+3345 BOW EL 419.07 BR EL419.07 1 6 OFF t1A1 RT 3.00'00.00%J TOC EL 419.07 gBOWEL/19.20 2.50'00A0%- TOC Et438.43� 4\ ui BR EL419.07 TOC. LO EL 419.07 -i FL EL 437.93-�I 4.7T441.50% BOW EL 438.50 DUVALL AVE NE/NE 10TH ST DUVALL AVE NE/NE am ST 0 >° NE CORNER RAMP DETAIL ® SE CORNER RAMP DETAIL ® STA919F55 89 45.26'RT ElO SCALE IN FEET SCALE IN FEET MATCH EXISTING CURB ° C�_ . • 0 3 6 0 3 6 . STA 906H3.25 \I-MAT[H EXISTING 79.37'RT ' FL,MATCH EXISTING MATCH EXISTING GR5-101722 E CLBB RNW REVISED DVS SGTa., yc� �wwrEVEo: AIR • .vvnweo�oITY OF'RENTON DUVALL AVE NE BuwINCNo, GR5 I.- t. ON : PMw"FY. CONFORMED SET EP,w�xr PROJECT.0 21E12a945 PESGNIV: DNS DIVISION AM F'3f3TIBtrixTRANSPOIONNON E NONQ ONCE W: MUPLAN AND GRADING - - c _E F M Pa k OK NE 10TH ST NE CORNER,AND NE 12TH ST SE CORNERS OITE AMMER _ _- REVISION DESOMTM. BR MP. DATE .,,.o FM:RNL4L01S0RaLa.l l -`o--m, , l _ D.E. ._1 SHEET 5OF6 +HEETNO a_, , A,t5 e.ZS - i Ss FA RCS Rates to be reviewed as needed Project Name: Contract Number: Project Number: Labor Rates Effective: 6/1/2022 thru 5/31/2023 Taxes Fully Burdened Base Rates Fringe Benefits SICK LEAVE Total Base Rate Overtime Double Health&I Pension 401K TrainingUnion Fringes FICA FUI 4.60% Rates Labor Classification _ HRLY Cost 7.65% 0.60% SUI L&I Base Rate Overtime Double Rate Time Rate Security Pension Programs Rate Time Rate JCement Mason FM 57.50 86.25 115.00 8.09 10.10 0.50 0.90 - 19.59 1.44 4.40 0.35 2.65 1.85 86.33 115.08 143.83 V Cement Mason 50.00 75.00 100.00 8.09 10.10 0.50 0.90 - 19.59 1.25 3.83 0.30 2.30 1.85 77.87 102.87 127.87 JCement Mason 95%Appr. 47.50 71.25 95.00 8.09 10.10 0.50 0.90 - 19.59 1.19 3.63 0.29 2.19 1.85 75.05 98.80 122.55 Cement Mason 90%Appr. 45.00 67.50 90.00 8.09 10.10 0.50 0.90 - 19.59 1.13 3.44 0.27 2.07 1.85 72.23 94.73 117.23 Cement Mason 80%Appr. 40.00 60.00 80.00 8.09 10.10 0.50 0.90 - 19.59 1.00 3.06 0.24 1.84 1.85 66.58 86.58 106.58 V/Cement Mason 70%Appr. 35.00 52.50 70.00 8.09 10.10 0.50 0.90 - 19.59 0.88 2.68 0.21 1.61 1.85 60.94 78.44 95.94 Cement Mason 65%Appr. 32.50 48.75 65.00 8.09 10.10 0.50 0.90 - 19.59 0.81 2.49 0.20 1.50 1.85 58.12 74.37 90.62 Cement Mason 60%Appr. 30.00 45.00 60.00 8.09 10.10 0.50 0.90 - 19.59 0.75 2.30 0.18 1.38 1.85 55.30 70.30 85.30 Laborer 42.86 64.29 85.72 7.55 5.30 0.95 0.20 14.00 1.07 3.28 0.26 1.97 1.85 64.22 85.65 107.08 Pipelayer Grp 4 43.90 65.85 87.80 7.55 5.30 0.95 0.20 14.00 1.10 3.36 0.26 2.02 1.85 65.39 87.34 109.29 Flagger Grp 2A 34.20 51.30 68.40 7.55 5.30 0.95 0.20 14.00 0.86 2.62 0.21 1.57 1.85 54.44 71.54 88.64 Concrete Sprecialist 56.15 84.23 112.30 7.55 5.30 0.95 0.20 14.00 1.40 4.30 0.34 2.58 1.85 79.22 107.29 135.37 Traffic Control Labor-Grp 2B 37.54 56.31 75.08 7.55 5.30 0.95 0.20 14.00 0.94 2.87 0.23 1.73 1.85 58.21 76.98 95.75 Traffic Control Supervisor Grp 2C 40.61 60.92 81.22 7.55 5.30 0.95 0.20 14.00 1.02 3.11 0.24 1.87 1.85 SUBMITTAL REVIEW Laborer 4/Concrete Placement 43.90 65.85 87.80 7.55 5.30 0.95 0.20 14.00 1.10 3.36 0.26 2.02 1.85 Laborer Appr 242 25.72 38.58 51.44 7.55 5.30 0.95 0.20 14.00 0.64 1.97 0.15 1.18 1.85 X No Exceptions Taken Project Manager 125.00 187.50 250.00 7.55 5.30 0.95 0.20 14.00 3.13 9.56 0.75 5.75 1.85 Make Corrections Noted Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications,and Contract Documents. 405010 C;1r,ety&Oalscarinue,LW. CONSULTING ENGINEERS By: MB Date: 2/9/23 /VMS' 24- - tcr' T REEDC. TRUCKING& EXCAVATING To Whom It May Concern, We will be adopting the traffic control plans shown in the contract plans. Please see the attached plans along with the application for the Traffic Control Plans. Thank you, Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup,WA 98372 DEPARTMENT OF PUBLIC WORKS Transportation Division 11055 South Grady Way, 5th Floor I Renton,WA 98057 1425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm, corporation,or other public/private agency to prepare a traffic control plan (TCP)and obtain city's approval of that plan when construction, repair,or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout, on 11"X 17" paper size format,which shall: • Include map(s) showing the location of the project and work area. • Be legible lettering and clear, contrasting, symbols of viewing or printing. • Must indicate street names,and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan-show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line "TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave NE Work Date: From 1/17/23 Tc 12/31/23 Work Time:Start 7:00am End 4:00pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0997 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip: 98372 Description of Work: Rebuild Road Approval By: E.&ham Date: 01/19/2023 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities,shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121)twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency, including public transit,to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W.9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle,equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 2 of 3 I Published: 10/27/2021 • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two(72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop(3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. , a I t- 1/18/2023 Ap ant's Signatuf-d Date Tiffani Barquist Applicant's Name (Print) © Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 3 of 3 i Published: 10/27/2021 SIGN SPACING =X (1) CHANNELIZATION DEVICE BUFFER DATA MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) SPACING (feet) FREEWAYS 8 EXPRESSWAYS 55/70 MPH 1500's MPH TAPER TANGENT (mph) RURAL HIGHWAYS 60/65 MPH 800'2 50/70 40 eD LONGITUDINAL BUFFER SPACE = B LANE Posted Speedmh WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'2 35/45 30 60 SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - RURAL ROADS 8 URBAN ARTERIALS 35/40 MPH 350'i 25/30 20 40 LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 11 115 165 225 295 495 550 605 660 - - RURAL ROADS 8 URBAN ARTERIALS 25/30 MPH 200'i(2) RESIDENTIAL 8 BUSINESS DISTRICTS TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 12 125 180 245 320 540 600 660 720 780 840 URBAN STREETS 25 MPH OR LESS 100'=(2) HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT MINIMUM SHOULDER TAPER LENGTH = U3(feet) (1)ALL RAMPS,AT-GRADESPACING MAY INTERSECTIOND S ACCOMMODATE DRIVEWAYS.NTERCHANGE 9,900 TO 22,000 lbs. >22.000 lbs. <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT SHOULDER Posted Speed (mph) ROADWAY CONDITIONS. 100' 123' 172' 74' 100 150' WIDTH - (foot) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10' 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. 1 1 Duvall Ave NE a la a N PCMS —® 0 ® -8— a co NT e ® e 1 2 J ® ® ® ® AIM. I j/////////// ® ® RIGHT 1 MILE mairiv b b b ® ® ® 4D® /ORK j ® CLOSURE AHEAD LI3 SEE 20 SEC 20 SEC NNNN NOTE 4 FIELD LOCATE 1 MILE 3 IN X X X L B R 100'2 ADVANCE OF LANE CLOSURE SIGNING. 48° 48' ROAD WORK AHEAD h 48' 48° W20-1 W4-2(L)48' NOTES - RIGHT LANE 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIC .) CLOSED LEGEND AHEAD 2. EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER. 480 p TEMPORARY SIGN LOCATION 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. W20-5R 4.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(PT) ® TRAFFIC SAFETY DRUM (RECOMMENDED). L,{`{"4> SEQUENTIAL ARROW SIGN SINGLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 5.20 SPACING FOR THE DOWNSTREAM TAPER SHALL BE T). _MQI11 TRANSPORTABLE ATTENUATOR IPCMSI 6.ALL SIGNS ARE BLACK ON ORANGE. PORTABLE CHANGEABLE MESSAGE SIGN, NOT TO SCALE FILE NAME SUDoslgn R P8 SI4Standards12-Plan Sheet Llbraryl02.PSL Work In ProgmaslForsl(TC1•TC-17)Buffor Data table roElacemenOTC-3.dgn Plot 1 TIME 8:18:31 AM „y. °t°°° FED.AID PROJ.NO. ANL rwr w DATE 1/3/2018 aWASH TC3 PLOTTED BY !WSW DESIGNED BY J0AO1BER exrer ENTERED BY Washington State CHECKED BY cO.m.v n .00a°a as Department of Transportation er PROJ.ENOR. rz CAR TRAFFIC CONTROL PLAN r,.rrz REGIONAL ADM REVISION DATE BY_ ,.....aoa u PE RAW ana City of Renton p „f Duvall Avenue NE /1/A.�S 23 ' /-/T f j� CAG-20-065 8/23/2022 Equipment Rate Backup-NMS 23 Reed Trucking Equipment Rate Equipment Rate Check Equipment Name Equipment Name 'Equipment Rate Standby Rate )escription Dump Truck-Solo DT716 2000-2001 Freightliner(12-15CY)#716 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT731 2000-2001 Freightliner(12-15CY)#731 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT747 2000-2001 Freightliner(12-15CY)#747 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 SS-614 2022 Super Solo Dump Truck(18CY) MISC 8x4 18 yd 85 KGVW $123.46 $15.01 PLUS$10/HR FOR SS-811 2022 Super Solo Dump Truck(18CY) MISC 8x4 18 yd 85 KGVW $123.46 $15.01 SMALL TOOLSON Dump Truck-T&T FOREMAN'S TRUCK DT716T 2000-2001 Freightliner(12-15CY)#716&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 DT731T 2000-2001 Freightliner(12-15CY)#731&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 DT747T 2000-2001 Freightliner(12-15CY)#747&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 Light Duty Pickup FB01 2005 Ford F-450 Flatbed,16KGVW 2019 Misc 4x2 30KGVW $33.45 $2.71 FT01 2014 Ford F-150 Foreman truck,300-400 HP 2021 Light Duty Trucks-4x2 360 HP $47.72 $8.00 FT02 2019-2020 Ford F-450SD 2021 4x2 1/2 450 Crew Diesel light duty truck $60.50 $14.11 FT03 2019-2020 Ford F-450SD 2021 4x2 1/2 450 Crew Diesel light duty truck $60.50 $14.11 FT04 2022 Ford F-350XL 2022 F350XL On-Highway Light Duty Diesel $46.29 $8.47 FT05 2022 Ford F-350XL 2022 F35OXL On-Highway Light Duty Diesel $46.29 $8.47 Water Truck WT01 2001 International 4700(2000 gal) 2016 Water Truck-On Highway 4000 gal $64.12-512.18 WT022014Randco Tanks Freightliner(2450gal) 2016 Water Truck-On Highway 4000 gal $64.12 $12.18 Backhoe BH01 2002John Deere 310SG 2002 Deere 310SG $69.09 $16.00 BH02 2020 John Deere 410L 2020 Deere 410L $91.01 $25.45 BH03 2022 John Deere 410L 2022 Deere 410L $96.93 $24.91 Dozer DZ02 2004 John Deere 550H LT(D-4 Size) 2004 Deere 550H LT $76.41 $19.16 I Grader GR01 Caterpillar 140G Articulated Frame Grader 'Caterpillar 140G Articulated Frame Grader 25.56 105.62I Sweeper SW01 2015 Laymore Sweeper 2015 Lay-Mor 6-HB $45.08 $10.64 Excavator EX01 2019 Kubota Mini Ex KX057 2019 Kubota KX057-4 $62.92 $21.70 EX02 2006 Kubota KX161/JD75 Mini Ex 2006 Kubota KX161-2 $60.13 $19.16 EX03 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $96.06 $27.21 EX04 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $96.06 $27.21 EX05 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX06 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX07 2003 Komatsu PC200LC-7/JD 200 Ex 2003 Komatsu PC200LC-7 $113.93 $35.02 EX08 2006 JD 120C Mid Ex Deere 120 C $91.00 $24.89 EX09 2022 Komatsu PC238USLC-11 Komatsu PC238 USLC-11 $117.99 $35.59 Ho-Pac HP10 2022 Allied(for 200 Exc) Allied 2300 $11.43 $3.65 HP09 2008 Allied(for 200 Exc) Allied 2300 $13.24 $4.25 HP05 2010 Allied(for 120 Exc) Allied 1600 $10.11 $3.14 Roller-Vibratory CR03 2005 Sakai 84"Drum Roller 2012 Dynapac CA 362D(84 In.Roller) $115.24 $30.35 CR01 2015 Cat CB 24B Asphalt Compactor 2015 Caterpillar CB-24B $42.39 $12.62 Wheel Loader WL01 2006 Komatsu WA250L-5(3 CY Capacity) Komatsu WA250-5 $67.85 $17.11 WL02 2018 Komatsu WA270 Loader 2022 Komatsu WA270-3 $60.26 $19.16 WL03 2022 Komatsu WA270 Loader 2022 Komatsu WA270-8 _$75.47 $22.11 Grinding AZO1 2019 Asphalt Zipper Zanitas Road hog-Equipmentwatch $91.47 $29.56 Compressor COMP01 Doosan P185 Air Compressor Air Compressor 185 cfm,80 hp $38.01 $4.36 PCMS Board PCMFO1 I I $6.621 $5.82 PCFM02 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM03 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM04 Portable Changeable Hydraulic Message Sign $6.62 $5.82 Arrow Board ABO1 25 Light Solar Powered Arrow Board Trailer Trailer Mounted flashing arrow sign-Caltrans 2021 I $10.241 $2.27 ABO2 25 Light Solar Powered Arrow Board Trailer Trailer ETO1 2003 Trail King TKT50-3 Axle Tilt Top(45000 2001 Tilt Deck Utility Trailers(3 Axle,50000 LB Capacity)- $12.071 $5.41 LB Capacity) Equipmentwatch Trench Safety TS02 8'x20'Box 8'x8'x24'Box-Caltrans 2021 $18.51 TS03 4'x20'Box 4'x12'x24'Box-Caltrans 2021 $11.38 T504 8'x8'Manhole Box 8'x15'x10'box-Caltrans 2021 $9.39 TS06 8'x20'Steel Plate 1.5"thick Steel plate(160 SF)-Caltrans 2021 $3.39 TS08 Gravel Skiff Metal Tank-Caltrans 2021 $7.39 SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications,and Contract Documents. Mb/ Gay$r Osbasszue,1 cONSULTINO ENGINEERS By: Date: t , EquipmentWatch. www.equipmentwatc h.corn All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) June 1,2022 Name:Duvall 6-1-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book® Adjustments ID Equipment Size Manufacturer Model Year Serial Number Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Hourly Cost Rate 81101 Treater ` '-- ^..w -. _110.9( 2002 T0310SG916150 Dnve:2WD,Operator USD USD USD USD 'OSD"�I USD Loader- Under _kll�• _01- Washington $60.10 $60.10 15.7,1ew..- 'v-. ,Power Mode:Diesel �ua.ase BH02 Tractor- 15'to Deere 410L 2020 Power Mode:Diesel USD USD USD USD 2022- • 99.89% 1 00% USD 1 USD Loader- Under S48.03 $42.98 $25.46 S70.60 04-01 Washington: $91.01 $91.01 Backhoes 16' 104.8% CR03 Single Drum 8.0- Sakai SV510D-II 2005 20128 Drum Type:Smooth, USD USD USD USD 2022- • 100% USD 1 USD Vibratory 11.9 Drum Width:84.0, $43.99 $71.25 $30.35 $61.49 04-01 Washingto $115.24 $115,24 Compactors MTons Power Mode:Diesel 103.2% DZO2 Standard 75- Deere 550H LT 2004 T0550HX927184 Dozer Type:PAT, USD USD USD USD 2022- 100% 100% USD 1 USD Crawler 84 HP Operator $40.21 $36,20 $19.30 $51.25 gton: $76.41 $76.41 Dozers Protection:RODS, 1 Power Mode:Diesel EX02 Crawler 5.1- Kubota KX161.2 2006 31388 Operating Weight:5.0, USD USD USD USD 2 100% 100% 100% USD 1 USD Mounted 6.0 Operator $31.41 $28.72 $19.16 1 on: $60.13 460,13 Compact MTons Protecdon:ROPS/FOPS 04.2% Excavators .Power Mode:Diesel EXOS No data available for d is mode EXO6 No data available for tl Is mo e EX07 Crawler 21.1- Komatsu PC200LC-7 2003 201754 Operating Weight:21.1, USD USD US 2022- 98.89% 100% 100% USD 1 USD Mounted 24.0 Power Mode:Diesel $62.54 $51.39 0 04-01 Washington: $113.93 $113.93 Hydraulic MTons 105.3% Excavators 21- Deere 120C 2006 FF1200036416 Operating Weight13.1, USD USD 2022- 96.28% 100% 100% U Mounted Power Mode:Diesel $48.07 • -•2 6.92 $58.29 04-01 Washington: 87.27 S87.27 Hydraulic MTons Excavators EX09 Crawler 24.1- Komatsu PC238USLC-2022 8373 •. - -- � D USD 2022- 100% 100% 100% USD 1 USD Mounted 28.0 ll Weight:54230.0, r . -.47 $44. • .. r-shington: $134.40 $134.40 Hydraulic MTon Power Mode:Diesel 10. FB01 to available for tl is model FT01 o data available for tl is model FT02 o data available for tl is model FT03 . No data available fort Is model FT04 No data available for tl is model GR01 Articulated 145- Caterpillar 140G 72V11219 d :12.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Frame 169 at $46.47 $59.15 $25.56 $75.73 04-01 Washington: 3105.62 $105.62 Graders HP Pro •on:EROPS, 105,2% 0 ode:Diesel SS- No data available fort Is model 614 SS- No data available for tl is model 811 el WL01 No data available fort is model WL02 4-Wd 135- Komatsu WA270-3 002 83622 Bucket Capacity:2.8, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Articulated 149 • Horsepower:141,0• $29.03 S31,23 $19.16 441,18 04-01 Washington: $60.26 $60.26 Wheel HP Operator 104.5% Loaders Protection:POPS, Power Mode:Diesel Total: USD S904.37 These are the most accurate the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product G ' e ou elp page for more information. The equipment rep ented in this report has been exclusively prepared for JOEY HARNDEN(jharnden©rentonwa.gov) at EquipmentWatch. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) June 21,2022 Name:Duvall 6-21-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:. Organization: Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars(S) Equipment Details Rental ROTP BIOT[3oki0 Adjustments ID Equipment Size Manufacturer Model Year Sena!Number Conlguration/Nores Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA IIlotas lbw' Type Class Hourly Cost Rate COMP01 No data available for t its model ..rcua t_gp Liam. a L.dietuitier urnue wr n e .....4,,, wD v-.D u916 .an nee =001. ISO .00)! U3D 1 "BB Dozers 259 Operator $106.95 $100.36 $50.26 $146.63 04-01 Washington: $207.31 $207.31 HP Prolecbom.EROPS, 105.3% Power Mode:Diesel No data available for t ris model OT7167 Lowboy • eons 4 AXLE 4 TIRE 1999159CA5445XL189112 Power Mode:Manual USD USD USD USD 2022- 9 4% 0 1 USD Trailers $30.88 $8.98 $25.01 $30.88 04-01 Washington, $39.86 $39.86 07731 No data available for • DT731T Lowboy All Miscellaneous 4AXLE4 TIRE 2000 1S9CA5444YL189165 Power Mode:M USD USD USD 2022- 100% 100% USD 1 USD Trailers 40' $30. 5.08 $30.96 04-01 Weshin9to $39.94 $39.94 01.2S4 DT747 No data available for%is model D1747T Pu Misc0Uaneous 3 HOT ASPHALT 2001 1S9C54421L189212 AddtOve System'3'Hot USD USD USD USD 88.11% R�10Q�h USD 1 USD an[ ADD Asphalt Mode:E,Power $30.04 36.98 $6.43 530.0 i.6% �'$1T:93„ E37.02 Accessories Mode:Eleatic, 102.6% Required Horsepower:10.0 / /� 8001 Crawler 5.1- Kubota KX057-4 2019 29188 Operating Weight:5.5, USD USD U 022- 99.9% 100% 100% USD 1 USD Mounted 6.0 Operator $35.58 $27.34 $2 0 8 04-01 Washington: $52.92 $62.92 Compact MTons Proteclon:ROPSIPOPS 104.2% Excavators ,Power Mode:Diesel HPOS No data available e HP00 Hydest.a 1'\999 1.11-' 9^6n 2999 FIGS Po.v...^e---rt---... "9D "SD 2ng2 lnyrc .nnn. .nn,v I ecn .1 ,c Impact - 93.73 4 $53 73 04411 Woeh.ngtpo romo, , el,,,h Biem.ers y 106.4% 8-lb SWO1 Self All Lay-Mor SWEEPMASTER 2015 SM30036307 Broom Length:72, 411,r SD USD USD 2022- 99.09% 100% 100% USD 1 USD Propeled 300 Horsepower:24.8, 07 0 0.90 $10.64 $28.89 04-01 Washington: $45.08 $45.08 Pavement Power Mode:Diesel, 105.9% Brooms Transmission:Hydr Toad: USD S551.30 These are the most accurate rates for the selected Revision Date(s).However,duet h errs online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has beengexctai repared for JOEY HARNDEN(jharnden@rentonwa.gov) ei)(: )""i\I EquipmentWati... ._ www.equipmentwatch.com DT716 All prices shown in US dollars($) DT731 Rental Rate Blue Book® DT747 July 13,2022 Miscellaneous 6X4 12YD 50KGVW On-Highway Rear Dumps Size Class: 45,001-60,000 GVW Weight: 14607 lbs Configuration for 6X4 12YD 5OKGVW Axle Configuration 6X4 Horsepower 1 ram, Maximum Gross Vehicle Weight 50000.0 lbs Power Mode 1�IL Struck Capacity 10.0.12.0 cu yd Blue Rates • **FHWAA Rat Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating c Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$3,445.00 USD$965.00 USD$240.00 36.00 USD$80.48 USD$100.05 Adjustments Region(Washington: USD$151.58 USD$42.46 USD$10.5 USD$1.58 104.4%) Model Year(2000:78.19%) (USD$784.50) (USD$219.75) (USD 4. (USD$8.20) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$2,812.08 USD$787.71 et 195.91 USD$29.39 USD$80.48 USD$96.46 Non-Active Use Rates 4Q Hourly Standby Rate USD$7.99 Idling Rate %111‘ USD$79.85 Rate Element Allocation 1.Element Vi / Percentage Value Depreciation(ownership) • 56% USD$1,929.20/mo Overhaul(ownership) 28% USD$964.60/mo CFC(ownership) 4% USD$137.80/mo Indirect(ownership) 12% USD$413.40/mo Fuel(operating)@ USD 5. 79% USD$63.87/hr Revised Date:3rd r 2 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) IC EquipmentWat_. ._ www.equipmentwatch.com Trailer, DT All prices shown in US dollars($) 716T, DT731 T, Rental Rate Blue Book® DT747T July 15,2022 Miscellaneous 14.5-13 On-Highway Rear Dump Full Trailers Size Class: All Weight: N/A • Configuration for 14.5-13 Capacity 13.0 cu yd Number Of Axles Payload 14.5 t Cs? Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos Ownership Costs stimated Operating FHWA Rate* Costs Monthly Weekly Daily u Hourly Hourly Published Rates USD$1,330.00 USD$375.00 USD$94.00 0 USD 54.43 USD$11.99 Adjustments Region(Washington: USD$87.78 USD$24.75 USD$6.20 rti$0.92 106.6%) Model Year(2022:100%) - - - \i• - Cost Hourly Ownership (100%)Cost icill\ Hourly Operating Cost(100%) - Total: USD$1,417.78 USD$399.75 er0.20 USD$14.92 USD$4.43 USD$12.49 Non-Active Use Rates Hourly Standby Rate ♦ USD$4.03 Idling Rate USD$8.06 Rate Element Allocation Element1.174(1:1)11\11 Percentage Value Depreciation(ownership) 45% USD$598.50/mo Overhaul(ownership) • 41% USD$545.30/mo CPC(ownership) 3% USD$39.90/mo Indirect(ownership) 11% USD$146.30/mo 444 Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) C EquipmentWatl_- -.. SS614 and www.equipmentwatch.com SS811 All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 8X4 18YD 85KGVW On-Highway Rear Dumps Size Class: 60,001 GVW&Over Weight: 210211bs 19 Configuration for 8X4 18YD 85KGVW Axle Configuration 8X4 Horsepower •.fir, Maximum Gross Vehicle Weight 85000.0 lbs Power Mode Struck Capacity 15.0-18.0 cu yd Blue Book Rates • FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating co Ownership Costs Estimated Operating FHWA Rate`* Costs Monthly Weekly Daily 1S4110Hourly Hourly Published Rates USD$5,060.00 USD$1,415.00 USD$355.00 53.00 USD$93.45. USD$122.20 Adjustments Region(Washington: USD$222.64 USD$62.26 USD$15. USD$2.33 104.4%) Model Year(2022:100%) - - - Adjusted Hourly Ownership Cost (100%) cli-11\\P Hourly Operating Cost(100%) - Total: USD$5,282.64 USD$1,477.26 0$370.62 USD$55.33 USD$93.45 USD$123.46 Non-Active Use Rates igHourly Standby Rate USD$15.01 Idling Rate \111 USD$101.88 Rate Element Allocation .1,44:1)1 Element Percentage Value Depreciation(ownership) 56% USD$2,833.60/mo IICIP/ Overhaul(ownership) 28% USD$1,416.80/mo CFC(ownership) 4% USD$202.40/mo Indirect(ownership) 12% USD$607.20/mo Fuel(operating)@ USD 5. 77% USD$71.86/hr Revised Date:3rd 2 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) C EquipmentWal_. i . FB01 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 4X2 15KGVW DSL On-Highway Flatbed Trucks Size Class: 14,001.16,000 GVW Weight 5214 lbs Configuration for 4X2 15KGVW DSL Axle Configuration 4X2 Horsepower r r lb Maximum Gross Vehicle Weight 15000.0 lbs Power Mode Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos • Ownership Costs stimated Operating FHWA Rate*` Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$1,070.00 USD$300.00 USD$75.00 USD$28.03 USD$34.11 Adjustments • Region(Washington: USD$43.87 USD$12.30 USD$3.08 $0.45 104.1%) Model Year(2005:85.57%) (USD$160.69) (USD$45.05) (USD$ ) (USD$1.65) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$953.18 USD$267.25 6 .81 USD$9.80 USD$28.03 USD$33.45 Non-Active Use Rates Hourly Standby Rate S USD$2.71 Idling Rate USD$27.78 Rate Element Allocation Element Percentage Value Depreciation(ownership) 54% USD$577.80/mo Overhaul(ownership) 27% USD$288.90/mo CFC(ownership) 4114114t‘Irl 5% USD$53.50/mo Indirect(ownership) 14% USD$149.80/mo Fuel(operating)@ USD 5.7 80% USD$22.36/hr Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) 0 EquipmentWatch. FT01 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® May 11,2022 Ford F-150 LARIAT LIMITED 4x4 Gas(disc.2014) Light Duty Trucks Size Class: 2 Weight NIA 9 Configuration for F-150 LARIAT LIMITED 4x4 Gas(disc.2014) Power Mode Gasoline Wheelbase Model Trim LARIAT LIMITED Gross Vehicle Weight Rating `0. ", nds Blue Book Rates ""FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos Ownership Costs `mated Operating FHWA Rate"" Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$2,560.00 USD$715.00 USD$180.00 �/�Q USD$33.17 USD$47.72 Adjustments `� Region(100%) - - - Mode (20 00%) Adlus Year Ownership - - - Adjusted Hourly Ownership - t.S. - Cost(100%) II\ Hourly Operating Cost(100%) " - Total: USD$2,560.00 USD$715.00 USD$180.00 USD$27.00 USD$33.17 USD S47.72 Non-Active Use Rates Hourly Standby Rate .4,9'41 , USD$8.00 Idling Rate S114:‘ USD$37.26 Rate Element Allocation Element (746\I Percentage Value Depreciation(ownership) Xi 29% USD$742.40/mo Overhaul(ownership) 45% USD$1,152.00/mo CFC(ownership) td‘ • 6% USD$153.60/mo Indirect(ownership) 20% USD$512.00/mo Fuel(operating)@ USD 4.24 68% USD$22.71ihr Revised Date:2nd quaeert..e 1/4 These are the most;scc ate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cds tecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch.. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® April 6,2022 Ford F450SD Lariat 4x2 Diesel Crew Cab Pickups Size Class:3 FT-2 and weight: NIA FT -3 a1, Configuration for F450SD Lariat 4x2 Diesel ' Power Mode Diesel Wheelbase 176 Inches Axle Configuration 4x2 Complete/Incomplete C Gross Vehicle Weight 14000 Pounds Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.., Ownership Costs Estimated Operating FHWA Rateelplo. Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$3,930.00 USD$1,100.00 USD$275.00 1.00 USD$38.79 USD$61.12 Adjustments Region(100%) - 44 - Model Year(2020:97.23%) (USD$108.78) (USD$30.45) (USD AIL (USD$1.13) Adjusted Hourly Ownership Icill\ Cost(100%) Hourly Operating Cost(10046) - Total: USD$3,821.22 USD 51,069.55 USD$39.87 USD$38.79 USD$60.50 Non-Active Use Rates er7.39 Hourly Standby Rate USD$14.11 Idling Rate � USD$48.82 Rate Element Allocation (/�/& Element >.,/ ) Percentage value Depreciation(ownership) ,, ��yy// 40% USD$1,572.00/mo Overhaul(ownership) 35% USD$1,375.50/mo CPC(ownership) ek?rF; "' 5% USD$196.50/mo Indirect(ownership) 20% USD$786.00/mo Fuel(operating)@ USD 5.1 70% USD$27.11/hr Revised Date:2ndqu.'i,, 122 These are the most,••`.•t:e rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch.. FT-4 and www.equipmentwatch.com FT-5 All prices shown in US dollars($) Rental Rate Blue Book® July 21,2022 Ford SUPER DUTY F-350 XL 4x4 Diesel Light Duty Trucks Size Class: 2 Weight: NIA Configuration for SUPER DUTY F-350 XL 4x4 Diesel ‘,11 Power Mode Diesel Wheelbase : ' = Model Trim XL Gross Vehicle Weight Rating r �! '•ands Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos�, r ' • Ownership Costs mated Operating FHWA Rate** Costs Monthly Weekly Daily *Si? Hourly Hourly Published Rates USD$2,890.00 USD$810.00 USD$205,00 USD$29.34 USD$45.76 Adjustments Region(Washington: USD$92.48 USD$25.92 USD$6.56 $0.99 103.2%) Model Year(2022:100%) - - -ISio - Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$2.982.48 USD$835.92 USD$31-99 USD$29.34 USD$46.29 Non-Active Use RatescC111111111449 Hourly Standby Rate \Q USD$8.47 Idling Rate USD$36.25 Rate Element Allocation Element 6%. 1b ya Percentage Value Depreciation(ownership) 27% USD$780.30/mo Overhaul(ownership) • 46% USD$1,329.40/mo CFC(ownership) 6% USD$173.40/mo Indirect(ownership) 21% USD$606.90/mo Fuel(operating)@ USD 5.7 66% USD$19.30/hr Revised Date:3rd q 22 These are the most acct:urate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 N1M o WT01 and 1/Vf02_EqulpmentWatch� www.equipmentwatch.com Adjustments for 19-003 in JEI Fleet May 9,2016 On-Highway Water Tankers Miscellaneous Models Size Class: Net Hp 200 HP&Over Configuration for On-Highway Water Tankers Horsepower 250 Power Mode Di- cliCill\ Tank Capacity 4,000 gal Horsepower 2 1:11 Equipment Notes: Rates include pump and rear spray system. Cii) Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera' st. Ownership Costs 1 Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Published Rates $3,760.00 $1,055.00 $265.00 trib.00 S36.25 $57.61 Adjustments Region ($63.92) ($17.94) ($4,51) ($0.68) (Washington: 98.3%) Model Year(2000: ($532.24) ($149.34) ($377. .) ($5.66) 85.6%) Ownership(100%) - - - - Operating(100%) - Total: $3,163.84 $887.72 $222.98 $33.66 $36.25 $54.23 Rate Element Allocation Element Ny Percentage Value Depreciation(ownership) 51% $1,917.60/mo Overhaul(ownership) /� 31% $1,165.60/mo CFC(ownership) 6% $225.60/mo Indirect(ownership) 12% $451.20/mo Fuel(operating)@$3.46 ♦ 60% $21.63/hr Revised Date: 2nd Half 20 4114%\4 All material herein©2003-2016 Penton All rights reserved. Page 17 of 86 0 EquipmentWatch.. BH01 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 21,2022 Deere 310SG(disc.2007) Tractor-Loader-Backhoes Size Class: IJ \` 14'to Under 15' - Weight: ti I) :—.! f;I 135001bs tyield�.'_ 0a Na Configuration for 310SG(disc.2007) Drive 2WD Operator Protection ROPSI. S Power Mode Diesel O Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Operating FHWA Rate'. • Costs Monthly Weekly Daily HOU Hourly Hourly Published Rates USD$5,270.00 USD$1,475.00 USD$370.00 USD 6. - USD$37.71 USD$67.65 Adjustments Region(Washington: USD$252.96 USD$70.80 USD$17.76 1#69 104.8%) Model Year(2007.100%) - - - Adjusted Hourly Ownership - - - 4 - Cost(100%) Hourly Operating Cost(100%) - Total: USD$5,522.96 USD$1,545.80 UVIkil$,# USD$58.69 USD$37.71 USD$69.09 r , Non-Active Use Rates Hourly Standby Rate USD$16.00 Idling Rate USD$50.46 • ‘9 Rate Element Allocation ` Element Percentage Value Depreciation(ownership) 30% USD$1,581.00/mo Overhaul(ownership) 49% USD$2,582.30/mo CFC(ownership) C:11111b 7% USD$368.90/mo Indirect(ownership) %it‘♦ 14% USD$737.80/mo Fuel(operating)Q USD 5.70 51% USD$19.08/hr Revised Date:3rd quarter 207j�\ These are the most accurittNtgs for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost.R.ecovery Product Guide on our Help page for more information. " v! The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak©auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch.. EX03 & EX04 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® August 16,2022 Komatsu PC8SMR-8(disc.2015) � �' , Crawler Mounted Hydraulic Excavators �- �'�,� �-` ��Jll1li Size Class: 8.1-10.0 MTons -_ Weight: 18558lbs Configuration for PC88MR-8(disc.2015) Operating Weight 9.28 mt Power Mode Diesel Blue Book Rates e , **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Edt FHWA Rate"* Monthly Weekly Daily Hourly Hourly Published Rates USD$9,095.00 USD$2,545.00 USD$635.00 USD$95.00 Cr)USD$41.65 USD$93.33 Adjustments Region(Washington: USD$482.04 USD$134.88 USD$33.65 USD ♦ 105.3%) Model Year(2015:100%) - - - -Col Adjusted Hourly Ownership Cost(100%) Hourly Operating Cost(100%) - Total: USD$9,577.04 USD$2,679.89 USD$668.66 4114\ USD$41.65 USD$96.06 Non-Active Use Rates >:- Hourly Standby Rate USD$27.21 Idling Rate '` USD$64.51 Rate Element Allocation • 1C1\(61— Element Percentage Value Depreciation(ownership) S9C 38% USD$3,456.10/mo Overhaul(ownership) 46% USD$4,183.70/mo CPC(ownership) 5% USD$454.75/mo Indirect(ownership) 11% USD$1,000.45/mo Fuel(operating)@USD 5.70117•6\11 1(11 24% USD 510.10/hr Revised Date:3rd quarter 2022 These are the most accurate rates ,a:-Itcted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov,t• -4(ki `Guide on our Help page for more information. The equipment ref : • in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@aubtgta.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 C EquipmentWatch.. www.equipmentwatch.com EX05 - 2020 Komatsu PC138 and EX06 All prices shown in US dollars($) Rental Rate Blue Book® September 3,2021 Komatsu PC138USLC-11 Crawler Mounted Hydraulic Excavators .._ �_— .... Size Class: r ' �l1!! 1 Weight: N/A Configuration for PC138USLC-11 Bucket Capacity 0.34-1 cu yd Horsepower 97.2 hp Operating Weight 34563.0 lbs Power Mode Diesel Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate"' Costs Monthly Weekly Daily Hourly s. Hourly Hourly Published Rates USD$10,255.00 USD$2,870.00 USD S720.00 USD$110.00 1111.04 USD$38.83 USD$97.10 Adjustments Region(100%) - - - Model Year(2020:99.9%) (USD$10.26) (USD$2.87) (USD 30.72) (USD$0.11) Adjusted Hourly Ownership - - - ;.- -. Cost(100%) Hourly Operating Cost(100%) .104k. - Total: USD$10,244.75 USD$2,867.13 USD S719.28 \USD 5109,89 USD S38.83 USD$97,04 Qi Non-Active Use Ratesc44141\ Hourly Standby Rate ///�� USD$28.52 Idling Rate ... tt USD$64.11 a Rate Element Allocation rt. • Element Percentage Value Depreciation(ownership) 38% USD$3,896.90/mo Overhaul(ownership) s 51% USD$5,230.05/mo CFC(ownership) 3% USD$307.65/mo Indirect(ownership) 8% USD$820.40/mo Foot(operating) USD 3.27 .1Cir, 15% USD$5,90/hr Revised Date:3rd quarter 2021 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JODY EVELER (jeveler©cityoftacoma.org) All material herein©2003-2021 lnforma All rights reserved.Page 1 of 1 C EquipmentWaL. J. EX08 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Deere 120C(disc.2008) r ; i�) Crawler Mounted Hydraulic Excavators '�-. Size Class: 12.1-14.0 MTons '~ _ Weight: 28840 lbs Configuration for 120C(disc.2008) Operating Weight 13.1 mt Power Mode Diesel Blue Book Rates **FHWA Rate is equal[o the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Sec\ Ownership Costs Estimat i t ng FHWA Rate•* ost -1 Monthly Weekly Daily Hourly Hourly Published Rates USD$8,680.00 USD$2,430.00 USD$610.00 USD$92.00 USD$41.22 USD$90.54 Adjustments Region(Washington: USD$460.04 USD$128.79 USD$32.33 USD$4. ♦ 105.3%) Model Year(2006:95.85%) (USD$379.48) (USD$106.24) (USD$26.67) (USD 0 Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$8,760.56 USD$2,452.55 USD S615.66 $92.85 USD$41.22 USD$91.00 Non-Active Use Rates Hourly ii,,& Standby Rate USD$24.89 0., Idling Rate USD$61.13 Rate Element Allocation Element ♦ 4s1QIICIC.14 Percentage Value Depreciation(ownership) 38% USD$3,298.40/mo Overhaul(ownership) 46% USD$3,992.80/mo CFC(ownership) 5% USD$434.00/mo Indirect(ownership) 11% USD$954.80/mo Fuel(operating)@ USD 5.70 28% USD$11.35/hr Revised Date:3rd quarter 2022 e•o° These are the most accurate rates f. ,. -_elated Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Reco ;t • ,.0 Guide on our Help page for more information. The equipment rep`:—t -d in this report has been exclusively prepared for E D (cmsp@kbacm.com) EquipmentWatl EX09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu PC238USLC-11 Crawler Mounted Hydraulic Excavators -.. tra pull Size Class: 24.1-28.0 MTons Weight: NIA Configuration for PC238USLC-11 Operating Weight 54230.0 lbs Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimat ing FHWA Rate** ost Monthly Weekly Daily Hourly Hourly Published Rates USD$13,010.00 USD$3,645.00 USD$910.00 USD$135.00 GUSD$57.22 USD$131.14 Adjustments Region(Washington: USD$689.53 USD$193.18 USD$48.23 USD$7. ♦ e Model Year ear(2022: - - - Adjusted Hourly Ownership - - Ileci) - Cost(100%) Hourly Operating Cost(100%) - Total: USD$13,699.53 USD$3,838.19 USD$958.23 $142.15 USD$57.22 USD$135.06 Non-Active Use Rates \ Hourly Standby Rate USD$38.92 Idling Rate USD$95.82 Rate Element Allocation iCill\ ig Element Percentage Value Depreciation(ownership) 38% USD$4,943.80/mo Overhaul(ownership) 46% USD$5,984.60/mo CFC(ownership) 5% USD$650.50/mo Indirect(ownership) 11% USD$1,431.10/mo Fuel(operating)@ USD 5.70 31% USD$17.98/hr Revised Date:3rd quarter 2022 e•P''N'i These are the most accurate rates f eltcted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov,.° • ...0 Guide on our Help page for more information. The equipment rea'`' =d in this report has been exclusively prepared for E D (cmsp©kbacm.com) C EquipmentWaL.. ... HP05 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 1600 Hydraulic Compactors For Backhoe Mounting a Size Class: 10,001.20,000 Ibs %''a' Weight: 15651bs Configuration for 1600 Cycles Per Minute 2100.0 Impulse Force •inlEIP s Power Mode Hydraulic Blue Book Rates ..FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos • Ownership Costs stimated Operating FHWA Rate*" C0Costs Monthly Weekly Daily u Hourly Hourly Published Rates USD$1,130.00 USD$315.00 USD$79.00 0 USD$3.84 USD$10.26 Adjustments Region(Washington: USD$107.35 USD$29.92 USD$7.51 (7)1$1.14 109.5%) Model Year(2010:89.22%) (USD$133.38) (USD$37.18) (USD$ ) (USD$1.42) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,103.97 USD S307.74eric".8 USD$11.72 USD$3.84 USD S10.11 Non-Active Use RatesSIC\ Hourly Standby Rate *S9 USD$3.14 Idling Rate USD$6.27 Rate Element Allocation 1.11311‘ Element Percentage Value Depreciation(ownership) 47% USD$531.10/mo Overhaul(ownership) ♦ 43% USD$485.90/mo CFC(ownership) 3% USD$33.90/mo Indirect(ownership) 8% USD$90.40/mo Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) c l EquipmentWatL. ._ H P09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 2300 WISWIVEL Hydraulic Compactors For Backhoe Mounting Size Class: 20,001 lbs&Over Weight: 2216 lbs Configuration for 2300 WISWIVEL 419 Cycles Per Minute 2100.0 Impulse Force ,r NIS Vs Power Mode Hydraulic Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos ♦ Ownership Costs stimated Operating FHWA Rate** Costs Monthly Weekly DailyNoco) Hourly Hourly Published Rates USD$1,540.00 USD$430.00 USD$110.00 r6D 0 USD$4.74 USD$13.49 Adjustments Region(Washington: USD$146.30 USD$40.85 USD$10.45 $1.62 109.5%) Model Year(2008:88.71%) (USD$190.42) (USD$53.17) (USD$1.) (USD$2.10) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,495.88 USD$417.68ellc6.1111:5 USD$16.51 USD$4.74 USD$13.24 Non-Active Use Rates Hourly Standby Rate ♦ USD$4.25 Idling Rate ` USD$8.50 Rate Element Allocation Element111710 : Percentage Value Depreciation(ownership) 47% USD$723.80/mo Overhaul(ownership) 44♦ 43% USD$662.20/mo CPC(ownership) 3% USD$46.20/mo Indirect(ownership) 8% USD$123.20/mo 444 Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) C EquipmentWaL... L. WLO 1 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu WA250-5(disc.2008) 4-Wd Articulated Wheel Loaders Size Class: ' r 135.149HP ,„,_ I. Weight: 24119 lbs 7�---ir �ion 11 114 rCyl.:.,::rt A( Configuration for WA250-5(disc. 2008) Operator Protection EROPS Power Mode Die Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. (II°i Ownership Costs Estimated Operating FHWA Rate*" • Costs Monthly Weekly Daily Hourl Hourly Hourly Published Rates USD$6,005.00 USD$1,680.00 USD$420.00 USD .0 USD$33.63 USD$67.75 Adjustments Region(Washington: USD$270.23 USD$75.60 USD$18.90 lilktio54 104.5%) Model Year(2006:95.98%) (USD$251.96) (USD$70.49) (USD$17.62) U $2.64) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$6,023.26 USD$1,685.11 USS4 USD$63.19 USD$33.63 USD$67.85 Non-Active Use Rates Hourly Standby Rate USD$17.11 Idling Rate USD$47.05 \QICICII\e° Rate Element Allocation 0‘\)4 Element Percentage Value Depreciation(ownership) 45% USD$2,702.25/mo Overhaul(ownership) 35% USD$2,101.75/mo CFC(ownership) 7% USD$420.35/mo Indirect(ownership) • 13% USD$780.65/mo Fuel(operating)@ USD 5.70 38% USD$12.83/hr Revised Date:3rd quarter 20 4iii These are the most accu e for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the C overy Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) 0 EquipmentWatch� COMP 1 www.equipmentwatch.com Adjustments for 98-003 in JEI Fleet May 9,2016 Portable Rotary Screw Air Compressors Miscellaneous Models Size Class: Free Air Delivery 125-249 cfm Configuration for Portable Rotary Screw Air Compressors Air Delivery Rating 185 cfm Rated Pressure @ PSI 12 i Horsepower 80 hp Power Mode 13 ,0 Air Delivery Rating 185 cfm Rated Pressure @ PSI 2- Horsepower 80.0 hp ♦ Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated e ting o t. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily urly Hourly Hourly Published Rates $800.00 $225.00 $56.0c $8.00 $11.65 $16.20 Adjustments Region ($10.40) ($2.93) (Si ($0.10) (Washington: 98.7%) �� Model Year(2002: ($63.96) ($17.99) �4�8) ($0.64) 91.9%) �� Ownership(100%) - - ickil\ - - Operating(100%) - Total: $725.64 $204.0 $50.79 $7.26 $11.65 $15.77 Rate Element Allocation , Element ,pY ; Percentage Value Depreciation(ownership) ` `1 � 24% $192.00/mo Overhaul(ownership) ,, '1 63% $504.00/mo CFC(ownership) `''• 6% $48.00/mo Indirect(ownership) 1' -. '' 7% $56.00/mo Fuel o eratin ' ( P g)@$2.78 69% $8.01 /hr Revised Date: 1st Half,2 All material herein©2003-2016 Penton All rights reserved. Page 75 of 86 Equtpmentwatch" AB01 AND liar AB02 www.equipmentwatch.com Adjustments for 90-003 in JEI Fleet May 9,2016 Portable Light Towers Miscellaneous Models Size Class: Thru 7 KW Configuration for Portable Light Towers Horsepower 11.5 Power Mode Di Tower Height 30 ft Number of Lights 4 Horsepower 11.5 Ciii) Blue Book Rates "`FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,005.00 $280.00 $70.00 $11.00 $4.45 $10.16 Adjustments 44114 Region - - - - (Washington:100%) ► Model Year(2000: ($131.65) ($36.68) $ . ($1.44) 86.9%) Ownership(100%) - - - - Operating(100%) - Total: $873.35 $243.32 $60.83 $9.56 $4.45 $9.41 Rate Element Allocation Element Percentage Value Depreciation(ownership) 39% $391.95/mo Overhaul(ownership) �� 52% $522.60/mo CFC(ownership) 3% $30.15/mo Indirect(ownership) el 6% $60.30/mo Fuel(operating)@$3.46 23% $1.03/hr • Revised Date: 2nd Half 20 All material herein©2003-2016 Penton All rights reserved. Page 64 of 86 0 EquipmentWatch" ET01 www.equipmentwatch.com Adjustments for 20-005 in JEI Fleet May 9,2016 Tilt Deck Utility Trailers Miscellaneous Models Size Class: All Configuration for Tilt Deck Utility Trailers Number of Axles 3 Number of Tires 12 licalC‘ Deck Length 18'-25' Capacity 2.illb Equipment Notes: Tow Hitch Type CI) Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera st. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly DailyHourly Hourly Published Rates $1,190.00 $335.00 $84.00 04.3.00 $4.90 $11.66 Adjustments Region ($20.23) ($5.70) ($1.43 ($0.22) (Washington: 98.3%) Model Year(2001: ($145.05) ($40.83) ($1.58) 87.6%) 6 cl\Ownership(100%) - - - Operating(100%) - Total: $1,024.72 $288.47 $72.33 $11.20 $4.90 $10.72 9 Rate Element Allocation �' Element ` Percentage Value Depreciation(ownership) 47% $559.30/mo Overhaul(ownership) 28% $333.20/mo CFC(ownership) (3\11b 5% $59.50/mo Indirect(ownership) 20% $238.00/mo Fuel(operating) 4i • Fuel cost data is not available for these rates. Revised Date: 2nd Half 20 444t11\ All material herein©2003-2016 Penton All rights reserved. Page 20 of 86 NON-OPERATED EQUIPMENT(DAILY Metal form,all heights paving,per 3.0 m 0390 $0.04 ( NONOP I (Metal form,all heights paving,per 10 If) RATES) Scaffolding, 1.5 m section,per section 0410 $0.54 DELAY FACTOR= 0.56 OVERTIME FACTOR= 1.00 (Scaffolding,5'section,per section) Note various units for different items. The following allowance is entered on Scaffolding,3.0 m section,per section 0420 $1.20 the extra work bill by using the(unit listed x number of days)in the hours (Scaffolding, 10'section,per section) worked column.The following list is limited to items with long estimated lives. Additional traffic related items such as cones and barricades,are still Scaffolding,4.6 m section,per section 0430 $1.59 listed under TRAI C in this publication. Other non-operated items with short (Scaffolding. 15'section,per section) estimated lives should be treated as materials and should not be"rented". Non Scaffolding,bottom/top section,per 1.5 m 0440 $0.75 rented items are 1)intended to be job specific(amortized over the life of the section(per 5 ft section) project)and 2)have an estimated life measured by number of uses rather than a length of time. Scaffolding,2.1 m high,rolling 0450 $1.13 (Scaffolding,7'high,rolling) MISCELLANEOUS I MISC ] Scaffolding,spider staging,plus air 0460 $24.06 Model Code Rate compressor Casing,450 mm dia,per 0.3 m(Casing, 18" 0120 $0.04 Shoring, 1.1 m deep x 2235 min wide,per 0510 $1.24 dia,per If) section(Shoring,3.5'dee x TS03 Casing,650 mm dia,per 0.3 m(Casing,26" 0130 $0.06 sectton) dia,per If) Shoring, 1.2 m deep x 3.7 m wide box,per 0515 $11.38 Casing,900 mm dia,per 0.3 m(Casing,36" 0140 $0.09 7.3 m(Shoring,4'deepxl2'wide trench dia,per If) r 24') Casing, 1800 nun dia per 0.3 m(Casing, 0150 $0.21 Shoring, 1.5 m deep x mm wide,per 0520 $1.30 72"dia,per If) section(Shoring,5'deep x 88"wide trench, per section) Casing,2400 mm dia,per 0.3 m(Casing, 0160 $0.26 Shoring,2.1 m deep x 1397 nun wide,per 0530 $1.15 96"dia,per If) section(Shoring.7'deep x 55"wide trench, Casing,2700 mm dia,per 0.3 m(Casing, 0170 $0.29 per section) 108"dia,per If) Shoring,2.1 m deep x 2235 mm wide,per 0540 $1.38 Casing,3000 mm dia,per 0.3 m(Casing, 0180 $0.39 section(Shoring,7'deepx88"wide trench, TSO4 120"dia,per If) per sect Pile,all depths"H"pile,per 45.0 kg(Pile, 0190 $0.04 boring,2.4 m deep x 4.6 m wide,per 3.0 m 0550 $9. all depths"H"pile,per hundred-weight) (Shoring,8'deepxl 5'wide trench box,per Pipe,250-300 mm dia,per 0.3 m(Pipe, 10- 0200 $0.02 12"dia,per If) horing,2.4 m deep x 2.4 m max width,per 0560 $18.51 Plate.22 nun thick,per 9.3 sm(Plate,7/8" 0210 $1.24 7.3 m(8'deep x 8'max width trench box, thick,per 100 sf) TS02 Plate,25 mm thick,per 9.3 sm(Plate, 1" 0220 $1.42 Shoring,3.0 m deep x . m r 0570 $1 . 2 - p-s 4.9 m(Shoring, 10'deepx8'max trench Plate,38 mm thick,per 9.3 sm(Plate, 1.5" 0230 $2.12 box,per 16') thick,per 100 sf) TS06 Shoring,3.0 m deep x 2.4 m max box,per 0580 $23.12 7.3 m(Shoring, 10'deepx8'max trench SCAFFOLDING,SHORING, [SSFW ] box,per 24') FALSEWORK Wood,50 mm x255 mm,per 30.5 m(Wood, 0605 $0.16 Model Code Rate 2"x10",per 100 It) Metal form,1.8 m x3.0 m,per 14.6 m 0310 $43.23 Wood,50 mm x305 mm,per 30.5 m(Wood, 0610 $0.20 (Metal form,6x10 box culvert,per 48 If) 2"x12",per 100 If) Metal form,2.4 m x3.7 m,per 15.2 m 0320 $47.91 Wood, 100mm x100mm,per 30.5 m(Wood, 0615 $0.13 (Metal form,8x12 box culvert,per 50 It) 4"x4",per 100 It) Metal form,2.1 m x4.3 m,per 15.2 m 0330 $52.65 Wood, 100 mm x 150 mm,per 30.5 m 0620 $0.19 (Metal form,7x14 box culvert,per 50 If) (Wood,4"x6",per 100 If) Wood,100 mm x205 mm,per 30.5 m 0625 $0.27 Metal form,type 25 barrier,per 3.0 m 0340 $2.63 (Wood,4"x8",per 100 If) (Metal form,type 25 barrier,per 10 If) Metal form,type 26 barrier,per 3.0 m 03.50 $2.78 Wood,100 mm x305 mm,per 30.5 m 0630 $0.41 (Metal form,type 26 barrier,per 101f) (Wood,4"x12",per 100 If) Metal form,type 27 barrier,per 3.0 m 0360 $2.40 Wood,150 mm x305 mm,per 30.5 m 0635 $0.68 (Metal form,type 27 barrier,per 10 If) (Wood,6"x12",per 100 If) Metal form,type 50 barrier,per 3.0 m 0370 $2.59 Wood 150 mm x455 mm,per 30.5 m 0640 $1.09 (Metal form,type 50 barrier,per 10 If) (Wood 6"x18",per 100 If) Metal form, 1.8 m x 3.7 m girder panel,per 0380 $0.16 Wood 205 mm x405 mm,per 30.5 m 0645 $1.34 0.1 sm(6x12 girder panel,per sf) (Wood,8"x16",per 100 Il) Wood,305 mm x455 mm,per 30.5 m 0650 $1.51 (Wood,8"x18",per 100 If) 21 Wood 305 mm x305 mm,per 30.5 m 0655 $1.31 PAVEMENT GRINDERS,TUNGSTEN- (Wood, 12"x12",per 100 If) PGT-C 1 Wood form,type 27 barrier,per 2.4 m 0660 $0.28 CARBIDE BITS (Wood form,.type 27 barrier,per 8 If) DELAY FACTOR= 0.12 OVERTIME FACTOR= 0.90 Wide flange beam,all depths,per 45 kg 0670 $0.04 Includes water(but not water truck or trailer),coolant,cutting compounds and (Wide flange beam,all depths,per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below. TANK [TANK] BARBER GREENE [ B-G ] Model Code Rate Model Code Rate Tank,metal,0-2270 liters(0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank,metal,2270-4540 liters(600-1200 0720 $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30 Tank,metal,4540-9840 liters(1200-2600 0730 $2.49 RX-50 0115 $367.37 gal) Tank,metal,22 710 liters(6000 gallons) 0740 $5.01 -80B 0120 $609.53 Tank,metal,28 390 liters(7500 gallons) 0750 $6.29 CATERPILLAR [ CAT 1 Tank • 6.66 Model Code Rate Tank,metal,37 850 liters(10000 gallons) 0770 $7.39 M PM-800 0200 $476.22 TRA TS08 PR-105 0201 $83.67 Model Code Rate PR-275 0205 $228.09 PR-450 0210 $332.09 Crash cushion barrel,filled,each 0810 $1.21 PR-750 0215 $483.50 K-rail,temporary concrete barrier,per 6.1 0820 $0.48 m(20 If) PR-750B 0216 $507.69 PR-1000 0220 $664.50 PAVEMENT GRINDERS,DIAMOND [ PGDIA 1 BLADES C.M.1. [ CMI ] DELAY FACTOR= 0.09 OVERTIME FACTOR= 0.92 Model Code Rate Includes water(but not water truck or trailer),coolant,cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 0155 $275.53 listed below. PR-450 0160 $315.56 CONCUT [CCUT ] PR-525 0165 $338.74 Model Code Rate PR-500FL 0170 $371.87 BC-38(136 blades) 0500 $174.43 PR-750 0175 $466.27 BC-244(187 blades) 0505 $216.60 PR-800-7 0177 $510.03 BC-1268(48 blades) 0510 $67.40 PR-1000 0180 $563.40 CUSHION CUT [CUCT ] INGERSOLL-RAND [ I-R 1 Model Code Rate Model Code Rate HG-130A(127 blades) 0600 $167.98 MW-175 0280 $94.99 PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95 PENHALL [PENH ] MW-250C 0286 $124.10 Model Code Rate MT-6520(crawler) 0300 $306.81 0-38(172 blades) 0800 $329.49 MW-6520 0305 $221.98 MW-6520HC 0310 $283.42 TARGET [TARG I MT-7000 0315 $387.58 Model Code Rate CG-65(41 blades) 0900 $104.05 PRM-3804(170 blades) 0905 $362.37 22 AZO1 Unique ID: rjnatNKGgL 01111V EquipmentWatch . Custom Rates TO: Joey Harnden City of Renton FROM: Imani Brimah Date: 08/09/22 As per your request, EquipmentWatch has calculated the Custom Blue Book Rates for the following equipment. The outlined Custom Blue Book rate is as follows: Zanitas Road Hog; Acquisition Cost: S115,800.00 Ownership Rates Operating Rate FHWA Rate Standby Rate Idling Rate Monthly Weekly Daily Hourly Hourly Hourly Hourly Hourly $7,398.22 $2,071.50 $517.88 $77.68 $49.43 $91.47 $29.56 $78.18 EquipmentWatch. The above rates are based on standard Blue Book methodology and calculations using an acquisition cost and survey data.No adjustment for age is necessary as the above rates are indexed to the acquisition cost. The above rates used the following standards: Location Adjustment: Renton, Washington Time Period: Third Quarter 2022 (July 1st- September 30th,2022) If we can be of further assistance please don't hesitate to call us at 800-669-3282. Sincerely, Imani Brimah Sales Engineer EquipmentWatch ABO1 C EquipmentWat . AND AB02 www.equipmentwatch.com All prices shown in US dollars($) Adjustments for JOEYHARNDENABO1ABO2 in Duvall 8-18-22 August 18,2022 Miscellaneous HEAVY DUTY--11-114 Portable Light Towers Size Class: Thru 7 KW Weight: 1600 lbs Configuration for HEAVY DUTY--11-114 Number Of Lights 4.0 Power Mode Tower Height 30.0 ft ill;_091 Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos. ♦ Ownership Costs stimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$845.00 USD$235.00 USD$59.00 u0 USD$5.07 USD$9.87 Adjustments Region(Washington: USD$64.22 USD$17.86 USD$4.48 D$0.68 107.6%) Model Year(2022:100%) - - -\i• - Cost Hourly Ownership Cost(100%) licii\ Hourly Operating Cost(100%) - Total: USD$909.22 USD$252.86 e$63.48 USD$9.68 USD$5.07 USD$10.24 Non-Active Use Rates Hourly Standby Rate ♦ USD$2.27 Idling Rate ` USD$6.88 Rate Element Allocation Element e0(1.5 Percentage Value Depreciation(ownership) 31% USD$261.95/mo Overhaul(ownership) s\s\♦ 56% USD$473.20/mo CFC(ownership) 3% USD$25.35/mo Indirect(ownership) 10% USD$84.50/mo Fuel(operating)©USD 5.7 34% USD$1.71/hr Revised Date:3rd gu 22 C EquipmentWal COMP 1 www.equipmentwatch.com Adjustments for JOEYHARNDENCOMP1 in 18-22 August 18,2022 Miscellaneous 185 CFM DIESEL Portable Rotary Screw Air Compressors Size Class: 125-249 cfm Weight: 21001bs • Configuration for 185 CFM DIESEL ,_";, 'Air Delivery Rating 185.0 Cu ft./min Horsepower 80.0 4s01,:e* w. Power Mode Diesel Blue Book Rates 0 **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Ectatt Operating FHWA Rate** Costs • Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD S2,215.00 USD$620.00 USD$155.00 USD USD$24.78 USD$37.37 Adjustments Region(Washington: USD$112.96 USD$31.62 USD$7.91 lett,ii. 105.1%) Model Year(2022:100%) - - - Adjusted Hourly Ownership - - 4,4444\4 - - Cost(100%) Hourly Operating Cost(100%) - Total: USD S2,327.97 USD S651.62 US; USD$24.17 USD$24.78 USD$38.01 Non-Active Use Rates Hourly Standby Rate USD$4.36 Idling Rate USD$29.65 \cliZ) Rate Element Allocation Element Percentage Value Depreciation(ownership) oci . ib20% USD$443.00/mo Overhaul(ownership) 67% USD$1,484.05/mo CFC(ownership) 4% USD$88.60/mo Indirect(ownership) 4444 • 9% USD$199.35/mo Fuel(operating)©USD 5.70 66% USD$16.42/hr Revised Date:3rd quarter 20 C EquipmentWat . ET-01 www.equipmentwatch.com Adjustments for JOEYHARNDENET01 in Duvall 8-18-22 August 18,2022 Miscellaneous 25 TON Tilt Deck Utility Trailers Size Class: All Weight: 9000 lbs Configuration for 25 TON Capacity 25.0 t Deck Length 18'-25' Number 0 Number Of Tires 12.0 Power Mode M Manual Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estiratedo Operating FHWA Rate** Costs Monthly Weekly Daily Hour Hourly Hourly Published Rates USD$1,225.00 USD$345.00 USD$86.00 Utl0 USD$4.86 USD$11.82 Adjustments Region(Washington: USD$44.10 USD$12.42 USD$3.10rityl.lt7 103.6%) Model Year(2022:100%) - - - 4444 i AdjustedHourly Ownership hip Cost(100%) 111° Hourly Operating Cost(100%) - Total: USD$1,269.10 USD$357.42 US 9.1 USD$13.47 USD$4.86, USD$12.07 0 Non-Active Use Rates Hourly Standby Rate USD$5.41 Idling Rate USD$7.21 • 91 cic\ Rate Element Allocation �� Element Percentage Value Depreciation(ownership) 51% USD$624.75/mo Overhaul(ownership) /(525% USD$306.25/mo CFC(ownership) ♦ 4% USD$49.00/mo 4444Indirect(ownership) 20% USD$245.00/mo Fuel cost data is not available for these rates. Revised Date:3rd quarter 2 J C EquipmentWat " WTO1 AND wT02 www.equipmentwatch.com Adjustments for JOEYHARNDENWTO1 in Duvall 8-18-22 August 18,2022 Miscellaneous BB2 DSL 6X4 4000 On-Highway Water Tankers Size Class: 200 HP&Over Weight: 14000 lbs Configuration for BB2 DSL 6X4 4000 Horsepower 250.0 Power Mode Diesel Tank Capacity 4000.0 gal Blue Book Rates .0.10 FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Esti'iff'c Operating FHWA Rate** ♦ Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$2,725.00 USD$765.00 USD$190.00 USD SO USD$47.88 USD$63.36 Adjustments Region(Washington: USD$133.52 USD$37.49 USD$9.31 104.9%) (2›: Model Year(2022:100%) - - Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD S2,858.52 USD S802.48 USD( USD$30.42 USD$47.88 USD$64.12 Non-Active Use Rates Hourly Standby Rate USD$12.18 Idling Rate USD$51.88 *IQRate Element Allocation Element :\)4 Percentage Value Depreciation(ownership) 0MI 56% USD$1,526.00/mo Overhaul(ownership) 25% USD$681.25/mo CFC(ownership) 5% USD$136.25/mo Indirect(ownership) N%\44 • 14% USD$381.50/mo Fuel(operating)@ USD 5.70 74% USD$35.64/hr Revised Date:3rd quarter 20 These are the most accu or the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the C ry Product Guide on our Help page for more information. The equipment re resented in this report has been exclusively prepared for JOEY HARNDEN (jhamden@rentonwa.gov) IC EquipmentWatch. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 7,2022 Komatsu PC138USLC-11 / ' T` Crawler Mounted Hydraulic Excavators Size Class: I �l 14.1-16.0MTons 'r Weight: NIA Configuration for PC138USLC-11 Bucket Capacity 0.34-1 cu yd Horsepower 97.2 hp Operating Weight 34563.0lbs Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. w}�.�, Ownership Costs Estim-,.'Lit ra ng FHWA Rate'* Monthly Weekly Daily Hourly urly Hourly Published Rates USD$11,910.00 USD$3,335.00 USD$835.00 USD$125.00 USD$46.81 USD$114.48 Adjustments . Region(Washington: USD$631.23 USD$176.76 USD$44.26 USD$6 105.3%) Model Year(2020:99.89%) (USD$14.04) (USD$3.93) (USD$0.98) (t\5) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$12,527.19 USD$3,507.82 USD$878.27 D$13L48 USD$48.81 USD$117.99 114111111 Non-Active Use Rates Hourly Standby Rate USD$35.59 Idling Rate4 USD$81.47 644C141‘ Rate Element Allocation Element ` Percentage Value Depreciation(ownership) 38% USD$4,525.80/mo Overhaul(ownership) 46% USD$5,478.60/mo CFC(ownership) 5% USD$595.50/mo Indirect(ownership) Ck:>III 11% USD$1,310.10/mo Fuel(operating)©USD 5.70 22% USD$10.29/hr Revised Date:3rd quarter 2022 • These are the most accurate rat.- . i,e -lected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Rec.ve P.+ ct Guide on our Help page for more information. The equipment s= ted in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@aubus .gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch.. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® May 24,2022 Komatsu WA270-8 4-Wd Articulated Wheel Loaders Size Class: . r f 135.149 HP J=,'ail . 1 Weight: `� . NIA ,i.`y,.` i1 0 Configuration for WA270-8 Operator Protection ROPS/FOPS Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate** -y Costs Monthly Weekly Daily Hou Hourly Hourly Published Rates USD$7,455.00 USD$2,090.00 USD$525.00 USD USD$31.25 USD$73.61 Adjustments Region(Washington: USD$335.48 USD$94.05 USD$23.63 104.5%) Model Year(2018:99.9%) (USD$7.81) (USD$2.19) (USD$0.55) le a$0.08) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) -, Total: USD$7,782.67 USD$2,181.86 US USD$82.47 USD$31.25 USD 575.47 Non-Active Use Rates Hourly Standby Rate USD$22.11 Idling Rate USD$57.06 : ‘. 1C1Cli\(?) Rate Element Allocation ` Element Percentage Value Depreciation(ownership) ,&11 46% USD$3,429.30/mo Overhaul(ownership) 34% USD$2,534.70/mo CFC(ownership) '�� , 7% USD$521.85/mo Indirect(ownership) 13% USD$969.15/mo Fuel(operating)®USD 5.13 ,9`1 i. 41% USD$12.84/hr Revised Date:2nd quarter 2022,,,' I, These are the most accuralleifates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvo n d ra k@ au b u rnwa.g ov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 -! EquipmentWatch. • www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® May 18,2022 Allied 2300 Hydraulic Compactors For Backhoe Mounting Size Class: 20,001 lbs&Over Weight: 2216 lbs Configuration'for:2300 Cycles Per Minute 2100.0 Impulse Force. 4010�0 lbs Power Mode Hydraulic, Blue Book Rates **FHWA Rate is equal to:the.mdtithly ownership cost divided.by:176 plus the.hourly estiniatedoperating'cost: Ownership Costs Estimated Operating FHWA Rate** Costs. Monthly Weekly Daily ourly ,Hourly Hourly Published Rates USD$1,310.00 USD$355.00 USD.$91A ,r/f 0 ct $I4;00 USD:$4.13 USD$11.57 Adjustments tf Region(Washington:, USD$124.45 USD$34.67 'USD$8.65 109.5%) Model Year(2010:89:57%) (USD$149.68) (USD$41.70) .(USD$1 .40 (USD$1.60) Adjusted Hourly Ownership a� Cost(100%) h� Hourly Operating Cost(100%) - Total: USD$1,984.77 USD$357:97 USD 89.25 'USD$13.73 USD.$4.13 USD$11.43 Non-Active Use'Rates Hourly Standby Rate ® USD$3.65 Idling Rate 4 USD$7.30 Rate ElementAllocation Element >,I Percentage Value Depreciation(ownership) x 49% U$D$641;90lino Overhaul(ownership) ® 41% USD:$537.10/mo CFC(ownership) .,. a 2% USD.$26.20/mo Indirect(ownership) 8% USD:$104.80/mo Fuel cost data is not available forthese rates.. Revised Date:2nd quaite2022£ These are the most accurrate rates for the.selected'Revision'Date(s):,However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the CostrRecovery Product.Guide on our Help page forrnore information The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@ aubu rnwa.gov) • All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 -Iv,. EquipmentWatch. • www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 21,2022 Deere 410L Tractor-Loader-Backhoes IA \ Size Class: r^� 15'to Under 16' �� Weight: A. NIA 1ff ' -1 tw"F. G f * ��i '�l� ,ir0' Configuration for 410L Power Mode Diesel Blue Book Rates. it **FHWA Rate is equal.to the.monthlyownership cost divided by 176 plus.thetiourly estimated operating cost � Ownership Costs Estimated Operating FHWA Rate"* Costs Monthly Weeldy Daily Hat(Hy> Q Hourly Hourly Published Rates USD$8,375.00 USD$2,345.00 USD$585.00: USD$88.00 USD$47.12 USD$94.71 Adjustments t/Y'a�' Region(Washington: USD$402.00 USD$112.56 USD$28.08 USD$4.22 104.8%) ' Model Year(2020:99.89%) .(USD$9.79) (USD$2.74) (USD$0.68) USJD'5$0.10) Adjusted Hourly Ownership - - -; Cost(100%) Hourly Operating Cost(100%) - Total: USD$8,767.21 USD.$2,454.82 USD$�612 USD.$92.12 USD$47:12 USD S96.93 s,.\\v Non-Active Use Rates e Hourly Standby Rate USD$24.91 Idling Rate c. USD$74.88 r^> Rate Element Allocation *� v Element Percentage Value Depreciation(ownership) Ok 30% USD$2,512.50/mo Overhaul(ownership) 49% USD$4,103..75/mo CFC(ownership) 7% USD$586.25/mo Indirect(ownership) "14% USD$1,172.50/mo Fuel(operating)(g,USD 5.70 tk c e 53% USD$25.07/br Revised Date:3rd quarter2022 . These are the most accurate[atigt r the selected Revision.Date(s).However,due to:more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Rec6'v .Product Guide on our Help page for more information The equipment representedin this report has been exclusivelyprepared for AMANDA DESILVER • (rvondrak@auburnwa.gov) • All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 City of Renton Duvall Avenue NE r ^ ?? -eS A CAG-20-065 (/JJ� r J 8/18/2022 Equipment Rate Backup-NMS 22 Reed Trucking Equipment Rate lEquipment Equipment Rate Check Equipment Name Name 'Equipment Rate Standby Rate )escription Dump Truck-Solo DT716 2000-2001 Freightliner(12-15CY)#716 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT731 2000-2001 Freightliner(12-15CY)#731 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT747 2000-2001 Freightliner(12-15CY)#747 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 SS-614 2022 Super Solo Dump Truck(18CY) MISC 8x418 yd 85 KGVW $123.46 $15.01 SS-811 2022 Super Solo Dump Truck(18CY) MISC 8x418 yd 85 KGVW $123.46 $15.01 Dump Truck-T&T OT716T 2000-2001 Freightliner(12-15CY)#716&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 DT731T 2000-2001 Freightliner(12-15CY)#731&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 ADD$10 DT747T 2000-2001 Freightliner(12-15CY)#747&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 SMALL 1 Light Duty Pickup FOREM/ FB01 2005 Ford F-450 Flatbed,16K GVW 2019 Misc4x2 30KGVW $33.45 L$2.71 FT01 2014 Ford F-150 Foreman truck,300-400 HP 2021 Light Duty Trucks-4x2 360 HP $47.72 $8.00 FT02 2019-2020 Ford F-450 20214x21/2 450 Crew Gas light duty truck $60.50 $14.11 FT03 2020 Ford F-450 4x2 1/2 450 Crew Gas $43.55 $7.96 FT04 2022 Ford F-350 2022 F350 On-Highway Light Duty $34.44 $4.23 Water Truck WT01 2001 International 4700(2000 gal) 2016 Water Truck-On Highway 4000 gal $64.12 $12.18 WT02 2014 Randco Tanks Freightliner(2450 gal) 2016 Water Truck-On Highway 4000 gal $64.12 $12.18 Backhoe BH01 2002 John Deere 310SG 2002 Deere 310SG $69.09 $16.00 BH02 2020 John Deere 410L 2020 Deere 410L $91.01 $25.45 Dozer DZ02 2004 John Deere 550H LT(D-4 Size) 2004 Deere 550H LT $76.41 $19.16 Grader GRO1 Caterpillar 140G Articulated Frame Grader Caterpillar 14DG Articulated Frame Grader 25.56 105.62 Sweeper SWO1 2015 Laymore Sweeper 2015 Lay-Mor 6-HB 1 $45.08 $10.64 Excavator EX01 2019 Kubota Mini Ex KX057 2019 Kubota KX057-4 $62.92 $21.70 EX02 2006 Kubota KX161/JD 75 Mini Ex 2006 Kubota KX161-2 $60.13 $19.16 EX03 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $96.06 $27.21 EX04 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $96.06 $27.21 EX05 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX06 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX07 2003 Komatsu PC200LC-7/JD 200 Ex 2003 Komatsu PC200LC-7 $113.93 $35.02 EX08 2006 JD 120C Mid Ex Deere 120 C $91.00 $24.89 EX09 2022 Komatsu PC238USLC-11 Komatsu PC238 USLC-i1 $135.06 $38.92 Ho-Pac HP09 2008 Allied(for 200 Exc) Allied 2300 $13.24 $4.25 HP05 2010 Allied(for 120 Exc) Allied 1600 $10.11 $3.14 Roller-Vibratory CR03 2005 Sakai 84"Drum Roller 2012 Dynapac CA 362D(84 In.Roller) $115.24 $30.35 CR01 2015 Cat CB 24B Asphalt Compactor 2015 Caterpillar CB-24B $42.39 $12.62 Wheel Loader WL01 2006 Komatsu WA250L-5(3 CY Capacity) Komatsu WA250-5 $67.85 $17.11 WL02 2018 Komatsu WA270 Loader 2022 Komatsu WA270-3 $60.26 $19.16 Grinding AZO1 2019 Asphalt Zipper Zanitas Road hog-Equipmentwatch $91.47 $29.56 Compressor COMPO1 Doosan P185 Air Compressor Air Compressor 185 cfm,80 hp I $38.01 $4.36 PCMS Board PCMF01 I $6.62 $5.82 PCFM02 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM03 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM04 Portable Changeable Hydraulic Message Sign $6.62 $5.82 Arrow Board ABO1 25 Light Solar Powered Arrow Board Trailer Trailer Mounted flashing arrow sign-Caltrans 2021 $10.24 $2.27 ABO2 25 Light Solar Powered Arrow Board Trailer Trailer ET01 2003 Trail King TKT50-3 Axle Tilt Top 2001 Tilt Deck Utility Trailers(3 Axle,50000 LB Capacity){ $12.07 $5.41 (45000 LB Capacity) Equipmentwatch Trench Safety TS02 8'x20'Box 8'x8'x24'Box-Caltrans 2021 $18.51 TS03 4'x20'Box 4'x12'x24'Box-Caltrans 2021 $11.38 TSO4 8'x8'Manhole Box 8'x15'x10'box-Caltrans 2021 $9.39 TS06 8'x20'Steel Plate 1.5"thick Steel plate(160 SF)-Caltrans 2021 $3.39 TS08 Gravel Skiff Metal Tank-Caltrans 2021 $7.39 C EquipmentWatch.. www.equipmentwatCh.com AU prices shown in US dollars($) Rental Rate Blue Book, Usage Report (Monthly) June 1,2022 Name:Duvall 64-22 Notes:None so far... Adjustments , Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book® Adjustments ID Equipment Size Manufacturer Model Year Serial Number Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Hourly Cost Rate met-ireMer y4 atncr• 2002 T0310SG916150 Drive:2WD,Operator USD USD USD USD D Loader- Under n 04-01 Washington: $60.10 $60.10 a..-v^^- - ,Power Mode:Diesel bosom BH02 Tractor- 15'to Deere 410L 2020 Power Mode:Diesel USD USD USD USD 2022- 99.89% 1 00% USD 1 USD Loader- Under $48.03 $42.98 $25.46 $70.60 04.01 Washington: $91.01 $91.01 Backhoes 16' 104.8% CR03 Single Drum 8.0• Sakai SV510D-II 2005 20328 Drum Type:Smooth, USD USD USD USD 2022- 100% USD 1 USD Vibratory 11.9 Drum Width:84.0, $43.99 $71.25 $30.35 S61.49 04-01 Washingto $115.24 $115.24 Compactors MTons Power Mode:Diesel 103.2% DZO2 Standard 75- Deere 550H LT 2004 T0550HX927184 Dozer Type:PAT, USD USD USD USD 2022- • 100% 100% USD 1 USD Crawler 84 HP Operator $40.21 $36.20 $19.30 $51.25 04- gton: $76.41 $76.41 Dozers Pratecdon:ROPS, 10 • Power Mode:Diesel 2� EX02 Crawler 5,1- Kubota KX161-2 2006 31388 Operating Weight:5.0, USE) USD USD USD10096 100% 100% USD 1 USD Mounted Operator $31.41 528.72 $19.16 $4t gton: 560.13 $60.13 CompactMTons MTons Pro[ecfion:ROPSIFOPS 04.2% Excavators ,Power Mode:Diesel EX0 No data available for tl is model EX0 6 No data available for tl Is ma e EX07 Crawler 21.1- Komatsu PC200LC-7 2003 201754 Operating Weight:21.1, USD USD US 2022- 98.89% 100% 100% USD 1 USD Mounted 24.0 Power Mode:Diesel $62.54 $51.39 0 04-01 Washington: $113.93 S113.93 Hydraulic MTons 105.3% Excavators - Deere 120C 2006 FF1200036416 Operating Weighc13.1, USD USD 2022- 96.28% 100% 100% Mounted Power Mode:Diesel $48.07 = 6.92 $58.29 04-01 Washington: 87.27 S137.27 Hydraulic MTons Excavators EX09 Crawler 24.1- Komatsu PC238U5LC-2022 8373 Ooezattwy D USD 2022- 100% 100% 100% USD 1 USD Mounted 28.0 11 Weight:54230.0, i . -.47 $44. - . • r t.shington: $134.40 $134.40 Hydraulic MTon Power Mode:Diesel 10, FB01 to available for d is model FT01 No data available for tl is model Ff02 o data available for this model FT03 . No data available for tl Is model FT04 No data available for tl is model GRO1 Articulated 145- Caterpillar 140G 72V11219 I d :12.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Frame 'ill t $46.47 $59.15 $25.56 $75.73 04-01 Washington: $105.62 $105.62 HP Graders HP Pro on:EROPS, 105.2% atle:Diesel SS- No data available for tl Is model 614 Oliii‘ SS- No data available for tl is model 811 WL01 No data available for tl is model WL02 4-Wd 135- Komatsu WA270-3 002 836 2 Bucket Capaary:2.8, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Articulated 149 • Horsepower:141.0, $29.03 S31.23 $19.16 S41.18 04-01 Washington: S60.26 $60.26 Wheel HP Operator 104.5% Loaders Prolecdon:ROPS, Power Mode:Diesel Total: USD S904.37 These are the most accurate tit the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product G e ou elp page for more information. The equipment rep ented in this report has been exclusively prepared for JOEY HARNDEN(jharnden©rentonwa.gov) , e 0 EquipmentWatch.. W ww.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book,Usage Report(Monthly) June 21,2022 Name:Duvall 6-21-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental RRS131115,17okitS Adjustments ID Equpment Size Manufacturer Model Year Serial Number Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Sours Total Type Class Hourly Cost Rate COMPO1 No data available fort is model t,riU1 Lgpuaw,er o wet IAN. urn ua our uucer•),-Fr.-.3.,mmla, wE ,..,E t.9E ..1B ,.... -H/11. 190 100% ODD 1 UOD Dozers 259 Operator $106.95 $100.36 $50,26 $146.63 04-01 Washington: $207.31 $207.31 HP Protection:EROPS, 105.3% Power Mode:Diesel • . No data available fort us model DT716T Lowboy u. -•s 4AXLE4 TIRE 1999159CA5445XL189112 Power Mode:Manual USD USD USD USD 2022- 9 . St 1••.. USD Trailers $30.88 $8.98 $25.01 $30.88 04-01 Washington: + $39.86 $39.86 DT731 No data available for I: •• - DT731T Lowboy All Miscellaneous 4 AXLE 4 TIRE 2000 1S9CA5444YL189165 Power Mode:M- •1 --le USD USD USD 2022- 100% 100% USD 1 USD Trailers 40. $30,•• '.25.08 $30.96 04-01 Washing.• $39.94 $39.94 _ 01.21. OT747 No data available for Ills model DT7477 Pu r Miscellaneous 3 HOT ASPHALT 2001 159C54421L189212 Add0Ove System:3'Hot USD USD USD USD 88.11% •• . ix,. USD 1 USD •ant ADD Asphah,Power $10.04 $6.98 $6.43 $10.0 -0 hington: • . $17.02 Accessories Mode:Electric, 102.6% Required Horsepower:10.0 ``''(( //�� EX01 Crawler 5.1- Kubota KX057-4 2019 29188 Operating WeighL5.5, USD USD U 022- 99.9% 100% 100% USD 1 USD Mounted 6.0 Operator $35.58 $27.34 $2 0 8 04-01 Washington: $62.92 $82.92 Compact MTons Protection:ROPS/FOPS 104.2% Excavators ,Power Mode:Diesel HP0.5 No data available el H Impact - $93.73 874 19373 rt4.nt WashinNnn also,, e,sn,-r aieasera 00.yss 106.4% ft.b SW01 Self All Lay-Mor SWEEPMASTER 20155M30036307 Broom Length:72, D SD USD USD 2022- 99.09% 100% 100% USD 1 USD Propeled 300 Horsepower:24.8.aa� ��//$ .90 $10.64 $28.89 04-01 Washington: $45.08 $45.08 Pavement Power ssion:Mode:Diesel 105.9% ` Brooms Transmissian:HyM Total: USD $551.30 These are the most accurate rates for the selected Revision Date(s).However,due to e fr ertt online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. ./•46. The equipment represented in this report has been*x`siv repared for JOEY HARNDEN(jharnden@rentonwa.gov) EquipmentWatch,. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) February 17,2022 Name:Duvall Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book0 Adjustments ID Equipment Size Manufacturer Model Year Serial Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Number Hourly Cost Rate see 6/1 actor- 1 Deere 310SG 2002 Drive:2WD,Operator USD USD USD USD 2022- 96.53% 1 00 USD 1 U update actor- Protection:ROPS/FOPS, $22.19 $25.47 S11.98 $34.40 01.01 Washington: $47.66 .66 ackhoe 5' Power Mode:Diesel 104.8% Tractor- 15'to Deere 410E 020 Power Mode:Diesel USD USD USD USD 2022- 99.8 10 USD 1 USD r- Under $45.00 $34.76 $24.30 $61.04 01.01 Washington: $79.76 $79.76 ac 16' 104.8% Standard 75- Deere 550H LT 2004 Dozer • T, USD USD USD USD 2022- 0% 100% 100% USD 1 USD Crawler 84 HP Operator $45.93 $37.28 $22.04 $53.78 01-0 ington: $83.21 $83.21 Dozers Pmtectlon:ROPS 10�p Power Mode:Diesel 2.0 �1 / # 13 elf All lay-Mor 6-HB 2015 Broom Length:72.0, USD U SD USD 2022- 1 9.09% 100% 100% USD 1 USD See 6 1 -ope-• Horsepower:31.5, $28.7 .08 $1. 2,96 01-0 on: $49.79 $49.79 / P. e ent Power Mode:Diesel, 1 update Br•• s Transmission:H c 14 Cr.'ler 5.1- Kubota KX057-4 2019 Op eight:5.5, USD USD USD USD 2 99.9% 100% 100% USD 1 USD M ed 6.0 erator $29,60 $20.54 $18,65 $3 ashington: $50.14 $50.14 ••mp t MTons Protection:ROPS/FOPS, 104.2% %can:ors Power Mode:Diesel 1 Crawler 5.1- Kubota 161-2 2006 Operating Weight:5.0, USD USD US 022- 100% 100% 100% 1 USD Mounte• 6.0 Operator $25.93 $21.4• 6. 1 01-01 Washington: $47, $47.42 Compact Protection:ROPS/FOPS. 104.2% Excavator Power Mode:Diesel Fra, 4,l 4 r 16 Crawler 8.1• Komatsu PC88MR-30 2020 Operating Weight:18739 USD U' USD- 2022- 99.89% l0v% l0 UN.) Mounted 10.0 .Power Mode:Diesel $56.24 .83 $62,80 01.01 Washington: $90.07 $90.07 Hydraulic MTons 105.3% Excavators 17 No dat re for this model 18 for this model rawler - Komatsu Operating Weight21.1, US USD USD USD 2022- 98.89% 100% 100% Ijao.-..-a--^'ns See • te• 24.0 .58 $45.86 $32.72 $70.59 01-01 Washington: $106.44 $106.44 H • .. MTons .--.iesls•Ar^`-` 6/1/22 -r cavator rates 0 Crawler ••1- Komatsu PC23BUSLC-2022 0 USD USD USD USD 2022- 00% USD 1 USD •nt=- 28.0 11 fight: 7�0.0 w $78.02 $48.92 $42.13 $89.53 01-01 Washington: - 6.94 '.•' i Mode:D'- 105.3% x�caavvaatyor _ _ _ - Im•:ice -•• • '6r' ydraulic $21,75 $12.81 511.09 $21,75 01-01 Washington: Mir $34,56 Br-.- 3,000 106.4% flb 23 No data avaiable for this model 24 Tan 1.8- .. ._- __- ___ -, . Y 2.9 - Horsepower:36.2, $27.43 $14.96 $12.62 $30.53 01-01 Washington: $42,39 ompact MTons Power Mode:Diesel 105.1% 25 No data available for this model V VLO� ZC 4 We 13S I(ewaL.. 06ellet Capee:tr0.0. USD UCD UCD UCB 77il 1r'3"C 'WC19%' 'SD Arrir„iararl tan Hnrcapnwar t al n S,n rn 49777 sin 79 S'17cr nt-nt MIA chingrnn• 4SS Oh Wheel HP Operator 104.5% Loaders Protection:ROPS, Power'Mode:Diesel 27 No data avaiable for this model 284, No data avaiable for this model 3 No data avaiable for this model 31 No data avalable for this model 4 No data avalabie for this gel 5 No data available for t -mod 6 On-Highway 300 Ford F-350 2022 Me Configuration:4.0 X USD USD USD USD 2022- 100% 100% 100% USD 1 USD FT 04 Light Dory HP& 4.0,Cab T r:38 ew, $5.56 $28.88 $4.23 29.81 01-01 Washington: $34.44 $34.44 Trucks Over Horseaower:385,5,0, 103.6% Power Mode:Gasoline, Ton Rating:1.0 7 No data available for this model 8 No data available for this model 9 No data available for this model Total: USD $848.47 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JOEY HARNDEN (jharnden@rentonwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 Eq,uipmentWat_. ... www.equipmentwatch.com DT716 All prices shown in US dollars($) DT731 DT747 Rental Rate Blue Book® July 13,2022 Miscellaneous 6X4 12YD 50KGVW On-Highway Rear Dumps Size Class: 45,001-60,000 GVW Weight: 14607 lbs °'-�' ':". Configuration for 6X4 12YD 50KGVW Axle Configuration 6X4 Horsepower Maximum Gross Vehicle Weight 50000.0 lbs Power Mode Struck Capacity 10.0-12.0 cu yd Blue Book Rates � • **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating c� ,1 Ownership Costs Estimated Operating FHWA Rate" Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$3,445.00 USD$965.00 USD$240.00 �36.00 USD$80.48 USD$100.05 Adjustments Region(Washington: USD$151.58 USD$42.46 USD$10.5 USD$1.58 104.4%) Model Year(2000:78.19%) (USD$784.50) (USD$219.75) (USD 4. (USD$8.20) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$2,812.08 USD$787.71 195.91 USD$29.39 USD$80.48 USD$96.46 Non-Active Use Rates • Hourly Standby Rate ` USD$7.99 Idling Rate � USD$79.85 Rate Element Allocation Element Percentage Value Depreciation(ownership) •• 56% USD$1,929.20/mo Overhaul(ownership) 28% USD$964.60/mo CFC(ownership) 4% USD$137.80/mo Indirect(ownership) 12% USD$413.40/mo Fuel(operating)@ USD 5. 79% USD$63.87/hr Revised Date:3rd 2 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) `. EquipmentWatL__ __, www.equipmentwatch.com Trailer, DT All prices shown in US dollars($) 716T, DT731T, Rental Rate Blue Book® DT747T July 15,2022 Miscellaneous 14.5-13 On-Highway Rear Dump Full Trailers Size Class: All Weight: NM 91 Configuration for 14.5-13 Capacity 13.0 cu yd Number Of Axles Payload 14.5 t CP Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cosl ♦ Ownership Costs �►stimated Operating FHWA Rate" Costs Monthly Weekly Daily u Hourly Hourly Published Rates USD$1,330.00 USD$375.00 USD$94.00 0 USD$4.43 USD$11.99 Adjustments Region(Washington: USD$87.78 USD$24.75 USD$6.20 $0.92 106.6%) Model Year(2022:100%) - - - - Adjusted Hourly Ownership - - \Ilk - Cost(100%) Hourly Operating Cost(100%) - Total: USD S1,417.78 USD$399.75 en .20 USD$14.92 USD$4.43 USD$12.49 IcliC\ Non-Active Use Rates Hourly Standby Rate ♦ USD$4.03 Idling Rate ` USD$8.06 Rate Element Allocation Element el°'• Percentage Value Depreciation(ownership) 45% USD$598.50/mo Overhaul(ownership) 4,44\44♦ 41% USD$545.30/mo CFC(ownership) 3% USD$39.90/mo Indirect(ownership) 11% USD$146.30/mo 441144\4 Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) EquipmentWat_- .,. SS614 and www.equipmentwatch.com S S 811 All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 8X4 18YD 85KGVW On-Highway Rear Dumps Size Class: 60,001 GVW&Over Weight: 21021 lbs Configuration for 8X4 18YD 85KGVW Axle Configuration 8X4 Horsepower , I 1. Maximum Gross Vehicle Weight 85000.0 lbs Power Mode wit Struck Capacity 15.0-18.0 cu yd Blue Book Rates • '*FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating c Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$5,060.00 USD$1,415.00 USD$355.00 53.00 USD$93.45 USD$122.20 Adjustments (Vr Region(Washington: USD$222.64 USD$62.26 USD$\•15. USD$2.33 104.4%) Model Year(20 2: s - - - Adjusted Hourly Ownership - - icii-\ - Cost(100%) Hourly Operating Cost(100%) - Total: USD$5,282.64 USD$1,477.26 eilf$370.62 USD$55.33 USD$93.45 USD 5123.46 Non-Active Use Rates •ic Hourly Standby Rate USD$15.01 Idling Rate ‘ USD$101.88 Rate Element Allocation ir,4(3 Element Percentage Value Depreciation(ownership) 56% USD$2,833.60/mo ICl/ Overhaul(ownership) 28% USD$1,416.80/mo CFC(ownership) 4% USD$202.40/mo Indirect(ownership) 12% USD$607.20/mo Fuel(operating)@ USD 5. 77% USD$71.86/hr Revised Date:3rd 2 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) C EquipmentWail _ _.. FBO1 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 4X2 15KGVW DSL On-Highway Flatbed Trucks Size Class: 14,001-16,000 GVW Weight: 5214 Ibs Configuration for 4X2 15KGVW DSL Axle Configuration 4X2 Horsepower .. 0 Maximum Gross Vehicle Weight 15000.0 Ihs Power Mode it Blue Book Rates **FHWA Rate is equal to the monthly ownership Cost divided by 176 plus the hourly estimated operating cos� i • Ownership Costs stimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$1,070.00 USD$300.00 USD$75.00 ou0 USD$28.03 USD$34.11 Adjustments Region(Washington: USD$43.87 USD$12.30 USD$3.08 $0.45 104.1%) Model Year(2005:85.57%) (USD$160.69) (USD$45.05) (USD$ ) (USD$1.65) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$953.18 USD$267.25 ejp6 .81 USD$9.80 USD$28.03 USD$33.45 IciliCI\ Non-Active Use Rates Hourly Standby Rate ♦ 9 USD$2.71 Idling Rate ` USD$27.78 Rate Element Allocation Element Percentage Value Depreciation(ownership) 54% USD$577.80/mo Overhaul(ownership) ♦ 27% USD$288.90/mo CFC(ownership) 5% USD$53.50/mo Indirect(ownership) 14% USD$149.80/mo Fuel(operating)@ USD 5.7 80% USD$22.36/hr Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) 0 EquipmentWatch.. FT°' www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® May 11,2022 Ford F-150 LARIAT LIMITED 4x4 Gas(disc.2014) Light Duty Trucks Size Class: 2 Weight: NIA111,1111 Configuration for F-150 LARIAT LIMITED 4x4 Gas(disc.2014) Power Mode Gasoline Wheelbase 145Inches Model Trim LARIAT LIMITED Gross Vehicle Weight Rating 7300,Pounds Blue Book Rates ••FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.':,, Ownership Costs Estimated Operating FHWA Rate Costs Monthly Weekly Daily Hourly—. Hourly Hourly Published Rates USD$2,560.00 USD$715.00 USD$180.00 USD$27.00 USD$33.17 USD$47.72 Adjustments ".` Region(100%) - - - - Model Year(2014:10046) - - - ,,, ¢ � - Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(10046) ,` - Total: USD$2,560.00 USD$715.00 a USD$180.00 USD$27.00 USD$33.17 USD$47.72 Non-Active Use Rates Hourly Standby Rate 'h?:., USD$8.00 Idling Rate USD$37.26 Rate Element Allocation . Element Percentage Value Depreciation(ownership) 29% USD$742.40/mo Overhaul(ownership) 45% USD$1,152.00/mo \• CPC(ownership) 6% USD$153.60/mo Indirect(ownership) 20% USD$512.00/mo Fuel(operating)©USD 4.24 68% USD$22.71/hr Revised Date:2nd quarte These are the most- rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the C ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch. FT02 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® April 6,2022 Ford F450SD Lariat 4x2 Diesel Crew Cab Pickups Size Class: 3 Weight: NIA 1110111c1c Configuration for F450SD Lariat 4x2 Diesel Power Mode Diesel Wheelbase Axle Configuration 4x2 Complete/Incomplete Gross Vehicle Weight 14000 Pounds Blue Book Rates ! **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cow Ownership Costs l(' Estimated Operating FHWA Rate*" Costs Monthly Weekly Daily I Hourly Hourly Published Rates USD$3,930.00 USD$1,100.00 USD$275.00 1.00 USD$38.79 USD$61.12 Adjustments Region(100%) - - - 4400 - Model Year(2020:97.23%) (USD$108.78) (USD$30.45) (USD 444•41, (USD$1.13) Adjusted Hourly Ownership Cost(100%) Ici\ Hourly Operating Cost(100%) - Total: USD$3,821 72 USD$1,069.55 42,267.39 USD$39.87 USD$38.79 USD S60.So ii Non-Active Use Rates Hourly a Standby Rate USD$14.11 Idling Rate USD$48.82 Rate Element Allocation f7:(1'5\1 ‘ XiElement Percentage Value Depreciation(ownership) 40% USD$1,572.00/mo Overhaul(ownership) 4,14\• 35% USD$1,375.50/mo CPC(ownership) 5% USD$196.50/mo Indirect(ownership) 20% USD$786.00/mo Fuel(operating)@ USD 5.1 70% USD$27.11/hr Revised Date:2nd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvo n d rak @ au b u rnwa.g ov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 EquipmentWatch_ www.equipmentwatch.com FT03-2020 Ford F-450 All prices shown in US dollars(5) Rental Rate Blue Book® September 3,2021 Miscellaneous 4X2 1/2 450 CREW GAS On-Highway Light Duty Trucks , 3 Size Class: %; 300 HP&Over Weight N/A .a Configuration for 4X2 1l2 450 CREW GAS °�. Axle Configuration 4X2 Cab Type Ce , ` Horsepower 450 hp Power Mode 'Gilson Ton Rating 112 Blue Book Rates --FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating co yr Ownership Costs ( tt' Estimated Operating FHWA Rate" Costs Monthly Weekly Daily Hourly Hourly Published Rates USD51,975.00 USD 3555.00 USD S140.00 '�3?..:+1.00 USD$32.34 USD$43.56 Adjustments fir Region(100%) - - tivr\ - Model Year(2020:99.9%) (USD S1.98) (USD$0.56) (USD S0 } (USD$0.02) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD S1,973.03 USD S554.45 USD S139.86 USD S20.98 USD 332.34 USD$43.55 Non-Active Use Rates 1+ Hourly Standby Rate •\sl USD 36.60 Idling Rate "11 USD 536.60 StiosiRate Element Allocation 0Co Element Percentage value Depredation(ownership) 57% USD 51,125.75/mo Overhaul(ownership) • 29% USD 3572.75/mo CFC(ownership) , A 2% USD 339.50/mo Indirect(ownership) '4q\, 12% USD 3237.00/mo Fuel(operating)CD USD 2.97. ` 4 79% USD$25.39/hr , Revised Date:3rd qu �, 21 These are the most aci t to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JODY EVELER (jeveler@cityoftacoma.org) All material herein©2003-2021 Informa All rights reserved.Page 1 of 1 0 EgUIpment atCh". WT01 and WT02 www.equipmentwatch.com Adjustments for 19-003 in JEI Fleet May 9,2016 On-Highway Water Tankers Miscellaneous Models Size Class: Net Hp 200 HP&Over Configuration for On-Highway Water Tankers Horsepower 250 Power Mode Diesel, Tank Capacity 4,000 gal Horsepower 2 :1.0 Equipment Notes: Rates include pump and rear spray system. Como) Blue Book Rates ♦ **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera' st. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Published Rates $3,760.00 $1,055.00 $265.00 $all40.00 $36.25 $57.61 Adjustments '"* Region ($63.92) ($17.94) ($4.51) ($0.68) (Washington: 98.3%) Model Year(2000: ($532.24) ($149.34) (�p�. ($5.66) 85.6%) Ownership(100%) - - - Operating(100%) - Total: $3,163.84 $887.72 ,. - -' $222.98 $33.66 $36.25 $54.23 Rate Element Allocation -0N ,_;' <, � -› Element ' v Percentage Value Depreciation(ownership) 51% $1,917.60!mo Overhaul(ownership) % 31% $1,165.60/mo CFC(ownership) e, 6% $225.60/mo Indirect(ownership) 12% $451.20/mo Fuel(operating)@$3.46 ♦ 60% $21.63!hr Revised Date: 2nd Half 20 ,A10\ All material herein©2003-2016 Penton All rights reserved. Page 17 of 86 EquipmentWatch.. BH01 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 21,2022 Deere 310SG(disc.2007) Tractor-Loader-Backhoes ,ra Size Class: 14'to Under 15' .�\00 I 13500 lbs r011r"'t� ,�- Configuration for 310SG(disc.2007) Drive 2WD Operator Protection ROPS/FOPS Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate*' Costs Monthly Weekly Daily Hour)' Hourly Hourly Published Rates USD$5,270.00 USD$1,475.00 USD$370.00 USD$56.00 USD$37.71 USD$67.65 Adjustments Region(Washington: USD$252.96 USD$70.80 USD$17.76 USD$2.69 104.8%) Model Year(2007:100%) - - - - Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) Total: USD$5,522.96 USD$1,545.80 USD$387.76'' USD$58.69 USD$37.71 USD$69.09 Non-Active Use Rates Hourly Standby Rate USD$16.00 Idling Rate USD$50.46 Rate Element Allocation Element Percentage Value Depreciation(ownership) 30% USD$1,581.00/mo Overhaul(ownership) 49% USD$2,582.30/mo CFC(ownership) -. 7% USD$368.90/mo Indirect(ownership) 14% USD$737.80/mo Fuel(operating)@ USD 5.70 51% USD$19.08/hr Revised Date:3rd quarter 2022 These are the most accurate ra Ps for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the CoRecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for AMANDA DESILVER (rvondrak@auburnwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch.. EX03 & EX04 www.e q u i p m e n twa t c h.c o m All prices shown in US dollars($) Rental Rate Blue Book® August 16,2022 Komatsu PC88MR-8(disc.2015) Crawler Mounted Hydraulic Excavators _amL_ ` ,. ."7 1 I J } Size Class: 8.1-10.0 MTons �_= Weight: 18558 lbs Configuration for PC88MR-8(disc.2015) Operating Weight 9.28 mt Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated 0 ng FHWA Rate*. Costs, s Monthly Weekly Daily Hourly ,sue lye Hourly Published Rates USD$9,095.00 USD$2,545.00 USD$635.00 USD$95.00 1 USD$41_65 USD$93.33 Adjustments Region(Washington: USD$482.04 USD$134.88 USD$33.65 USD$5.- • 105.3%) Model Year(2015:100%) - - - S)Adjusted Hourly Ownership Cost(100%) Hourly Operating Cost(100%) - Total: USD$9,577.04 USD$2,679.89 USD S668.66 �� SD$100.04 USD SAL 65 USD S96.06 Non-Active Use Rates \,". Hourly Standby Rate USD$27.21 Idling Rate USD$64.51 Rate Element Allocation •Ni§(C\CIIICElement Percentage Value Depreciation(ownership) 38% USD$3,456.10/mo Overhaul(ownership) 46% USD$4,183.70/mo CFC(ownership) 5% USD$454.75/mo Indirect(ownership) 11% USD$1,000.45/mo Fuel(operating)©USD 5.70i,a( )lb Ilra 24% USD$10.10/hr Revised Date:3rd quarter 2022 These are the most accurate rates elected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov Guide on our Help page for more information. The equipment rep?e ed in this report has been exclusively prepared for AMANDA DESILVER (rvond rak@ aubt}fa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 EquipmentWatch. www.equipmenlwatctr.com EX05- 2020 Komatsu PC138 and EX06 All prices shown in US dollars($) Rental Rate Blue Book® September 3,2021 Komatsu PC1311USLC-11 Crawler Mounted Hydraulic Excavators 1$ is rt Size Class: 4 i ,—. 14.1-16.0 MTons Weight: WA Configuration for PC138USLC-11 Bucket Capacity 0.34-icy yd Horsepower 97.2 hp Operating Weight 34563.0 lbs Power Mode Diesel Blue Book Rates '•FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate" Costs Monthly Weekly Daily Hourly . Hourly Hourly Published Rates USD$10,255.00 USD$2,870.00 USD S720.00 USD$310.00 USD$38.83 USD$97.10 Adjustments Region(100%) - - C' Model Year(2020:99.9%) (USD$10.26) (USD$2.87) (USD$0.72) (USD- ;it) " Adjusted Hourly Ownership - - - Cost(1009b) Hourly Operating Cost(100%) 0 • - Total: USD S10,244.75 USD 52,867.13 USD 3719.28 USD 5109,89 USD$38,83 USD$97,04 Non-Active Use Rates t(,t�1� Hourly Standby Rate /a� �" USD$28.52' Idling Rate t V. USD$64.11 Rate Element Allocation S Element Percentage Value Depreciation(ownership) 38% USD 53,096.90/mo Overhaul(ownership) ♦' 51% USD$5,230.05/mo CFC(ownership) 3% USD$307.65/mo Indfrec t(ownership) 8% USD$820.40/mo Fuel(operating) USD 3.27 5 I ! 15% USD 35.90/11r Revised Date:3rd quarter 2021 * These are the most accurate rates fo4thg,'Selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovej9.g(6siuCt'Guide on our Help page for more information. The equipment rep(es4nted in this report has been exclusively prepared for JODY EVELER Q eveler@cityoftacoma.org) All material herein©2003-2021 Informa All rights reserved.Page 1 of 1 EquipmentWat(__ _.. EX08 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Deere 120C(disc.2008) , Crawler Mounted Hydraulic Excavators = +%,'' Size Class: 11 12.1-14.0 MTons ~'•_-- Weight: 28840 lbs Configuration for 120C(disc. 2008) Operating Weight 13.1 mt Power Mode Diesel Blue Book Rates *ficili\ **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimat drating FHWA Rate** ost ``1� Monthly Weekly Daily Hourly Hourly Published Rates USD$8,680.00 USD$2,430.00 USD$610.00 USD$92.00 USD$41.22 USD$90.54 Adjustments Region(Washington: USD$460.04 USD$128.79 USD$32.33 USD$4. ♦ 105.3%) Model Year(2006:95.85%) (USD$379.48) (USD$106.24) (USD$26.67) (USD .02) Adjusted Hourly Ownership - - - illio Cost(100%) Hourly Operating Cost(100%) - Total: USD$8,760.56 USD$2,452.55 USD$615.66 04$92.85 USD$41.22 USD$91.00 Non-Active Use RatesicliiNia Hourly \IIIP Standby Rate USD$24.89 Idling Rate el USD$61.13 Rate Element Allocation cill(‘ Element Percentage Value Depreciation(ownership) ` 38% USD$3,298.40/mo Overhaul(ownership) 46% USD$3,992.80/mo CFC(ownership) 17.1C 5% USD$434.00/mo Indirect(ownership) ll% USD$954.80/mo Fuel(operating) USD 5.70 28% USD$11.35/hr Revised Date:3rd quarter 2022 These are the most accurate rates f. - toted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov:v, Guide on our Help page for more information. The equipment re- . -d in this report has been exclusively prepared for E D (cmsp@kbacm.com) '!';; EquipmentWat_. ... EX09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu PC238USLC-11 iljj *` , Crawler Mounted Hydraulic Excavators vs. __.-- - Size Class: 24.1-28.0 MTons Weight: N/A Configuration for PC238USLC-11 Operating Weight 54230.0 lbs Power Mode Diesel Blue Book Rates vtrkiN **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimat 804 ing FHWA Rate" Monthly Weekly Daily Hourly Hourly Published Rates USD$13,010.00 USD$3,645.00 USD$910.00 USD$135.00 ()USD$57.22 USD$131.14 Adjustments Region(Washington: USD$689.53 USD$193.18 USD$48.23 USD$7%f 105.3%) Model Year(2022:100%) - - - Adjusted Hourly Ownership - - - \So) Cost(100%) Hourly Operating Cost(100%) - Total: USD$13,699.53 USD$3,838.19 USD S958.23 $142.15 USD$57.22 USD$135.06 Non-Active Use Rates P Hourly Standby Rate USD$38.92 Idling Rate USD$95.82 m Rate Element Allocation Element 4 w Percentage Value Depreciation(ownership) 38% USD$4,943.80/mo Overhaul(ownership) 46% USD$5,984.60/mo CFC(ownership) elc3"1 5% USD$650.50/mo Indirect(ownership) 11% USD$1,431.10/mo Fuel(operating)i USD 5.70 31% USD$17.98/hr Revised Date:3rd quarter 2022 These are the most accurate rates f. - eltcted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov:, • . Guide on our Help page for more information. The equipment rep ' =d in this report has been exclusively prepared for E D (crosp@kbacm.com) C EquipmentWab__ HPO5 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 1600 Hydraulic Compactors For Backhoe Mounting Size Class: 10,001-20,000 lbs Weight: 1565 lbs 91 Configuration for 1600 Cycles Per Minute 2100.0 Impulse Force All;r ;s Power Mode Hydraulic Blue Book Rates •*FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos*tti • Ownership Costs Estimated Operating FHWA Rate'"' Costs Monthly Weekly Daily ur Hourly Hourly Published Rates USD$1,130.00 USD$315.00 USD$79.00 ^ 0 USD$3.84 USD$10.26 Adjustments Region(Washington: USD$107.35 USD$29.92 USD$7.51 $1.14 109.5%) Model Year(2010:89.22%) (USD$133.38) (USD$37.18) (USD$ ) (USD$1.42) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,103.97 USD S307.74 er .18 USD$11.72 USD$3.84 USD$10.11 Non-Active Use RatescliCI\ Hourly Standby Rate 69 USD$3.14 Idling Rate USD$6.27 Rate Element Allocation Element (1,413 Percentage Value Depreciation(ownership) 47% USD$531.10/mo Overhaul(ownership) 43% USD$485.90/mo lrill CFC(ownership) 3% USD$33.90/mo Indirect(ownership) 8% USD$90.40/mo Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) EquipmentWat ,. HP09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 2300 WISWIVEL Hydraulic Compactors For Backhoe Mounting Size Class: 20,001 lbs&Over Weight: 2216 lbs 9 Configuration for 2300 WISWIVEL Cycles Per Minute 2100.0 Impulse Force r4e,s Power Mode Hydraulic Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos,tt• Ownership Costs stimated Operating FHWA Rate** Costs Monthly Weekly Daily N. Hourly Hourly Published Rates USD$1,540.00 USD$430.00 USD$110.00 0 USD$4.74 USD$13.49 Adjustments Region(Washington: USD$146.30 USD$40.85 USD$10.45 $1.62 109.5%) Model Year(2008:88.71%) (USD$190.42) (USD$53.17) (USD$1 (USD$2.10) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,495.88 USD$417.68 a 6.85 USD$16.51 USD$4.74 USD$13.24 Non-Active Use RatesciliCI\ Hourly Standby Rate •SQ USD$4.25 Idling Rate USD$8.50 Rate Element Allocation Element1.171(11\11 Percentage Value Depreciation(ownership) 47% USD$723.80/mo Overhaul(ownership) ♦ 43% USD$662.20/mo CFC(ownership) 3% USD$46.20/mo Indirect(ownership) "Ira 8% USD$123.20/mo Fuel cost data is not available for these rates. Revised Date:3rd q 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm.com) C EquipmentWatL_ __ WLO1 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu WA250-5(disc.2008) 4-Wd Articulated Wheel Loaders • Size Class: ' 135.149HP ,r-. ; i, Weight: 0"�r ,,� 24119Ibs .7 :. �1 0 Configuration for WA250-5(disc.2008) Operator Protection EROPS Power Mode Die Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Est d Operating FHWA Rate'* Costs Monthly Weekly Daily Hourl Hourly Hourly Published Rates USD$6,005.00 USD$1,680.00 USD$420.00 USD .0 USD$33.63 USD$67.75 Adjustments Region(Washington: USD$270.23 USD$75.60 USD$18.90 ISIV4 104.5%) Model Year(2006:95.98%) (USD$251.96) (USD$70.49) (USD$17.62) A 8$2.64) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$6,023.26 USD$1,685.11 US4 4 USD$63.19 USD$33.63 USD$67.85 Non-Active Use Rates Hourly Standby Rate USD$17.11 Idling Rate USD$47.05 ig Rate Element Allocation ` Element Percentage Value Depreciation(ownership) 45% USD$2,702.25/mo Overhaul(ownership) eici.5\11b 35% USD$2,101.75/mo CFC(ownership) 7% USD$420.35/mo Indirect(ownership) ot\. 13% USD$780.65/mo Fuel(operating)@ USD 5.70 38% USD$12.83/hr Revised Date:3rd quarter 20 These are the most accuse for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the 4 overy Product Guide on our Help page for more information. 14 The equipment represented in this report has been exclusively prepared for E D (crosp@kbacm,com) 0 EquipmentWatch� COMP 1 www.equipmenlwatch.com Adjustments for 98-003 in JEI Fleet May 9,2016 Portable Rotary Screw Air Compressors Miscellaneous Models Size Class: Free Air Delivery 125-249 cfm Configuration for Portable Rotary Screw Air Compressors 1C111\ Air Delivery Rating 185 cfm Rated Pressure @ PSI 125 p t Horsepower 80 hp Power Mode Diesel Air Delivery Rating 185 cfm Rated Pressure @ PSIii 125 12 p" Horsepower 80.0 hp Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated a ting o t. Ownership Costs Estimated FHWA Rate"" Operating Costs Monthly Weekly Daily urly Hourly Hourly Published Rates $800.00 $225.00 $56. .. $8.00 $11.65 $16.20 Adjustments Region ($10.40) ($2.93) ($941L ($0.10) (Washington: 98.7%) Model Year(2002: ($63.96) ($17.99) 08) ($0.64) 91.9%) Ownership(100%) - - ccii\ - - Operating(100%) - Total: $725.64 \)$204.019 $50.79 $7.26 $11.65 $15.77 Rate Element Allocation Element Percentage Value Depreciation(ownership) 11.75124% $192.00/mo Overhaul(ownership) 63% $504.00/mo CFC(ownership) 6% $48.00/mo Indirect(ownership) • 7% $56.00/mo Fuel(operating)@$2.78 69% $8.01 /hr Revised Date: 1st H alik 2 40 All material herein©2003-2016 Penton All rights reserved. Page 75 of 86 iitir EquipmentWatchm AABBOO1 AND www.equipmentwatch.com Adjustments for 90-003 in JEI Fleet May 9,2016 Portable Light Towers Miscellaneous Models Size Class: Thru 7 KW Configuration for Portable Light Towers Horsepower 11.5 Power Mode Diesec Tower Height 30 ft Number of Lights 4 ` Horsepower 11.5 C _,.- Blue Book Rates • **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated open ' st. Ownership Costs \IP Estimated FHWA Rate** Operating Costs Monthly Weekly Daily ly Hourly Hourly Published Rates $1,005.00 $280.00 $70.00 Iref11.r00 $4.45 $10.16 Adjustments Region - - \* - (Washington: 100%) Model Year(2000: ($131.65) ($36.68) $ ($1.44) 86.9%) Ownership(100%) - - I- - Operating(100%) - Total: $873.35 $243.32 $60.83 $9.56 $4.45 $9.41 Rate Element Allocation • 19 Element Percentage Value Depreciation(ownership) 39% $391.95/mo Overhaul(ownership) 52% $522.60/mo CFC(ownership) Va 3% $30.15/mo Indirect(ownership) 6% $60.30/mo Fuel(operating)@$3.46 • 23% $1.03/hr Revised Date: 2nd Half 20 41444t1\ All material herein©2003-2016 Penton All rights reserved. Page 64 of 86 iiill .Itp, EquipmentWatch" ET01 www.equipmentwatch.com Adjustments for 20-005 in JEI Fleet May 9,2016 Tilt Deck Utility Trailers Miscellaneous Models Size Class: All Configuration for Tilt Deck Utility Trailers Number of Axles 3 Number of Tires 12 Deck Length 18'-25' Capacity 25.0 t Equipment Notes: Tow Hitch Type Blue Book Rates ♦ **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera' cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,190.00 $335.00 S84.00 $13.00 $4.90 $11.66 Adjustments Region ($20.23) ($5.70) ($1.43) *. ($0.22) (Washington: 98.3%) 9 -? Model Year(2001: ($145.05) ($40.83) ($10.24) ($1.58) 87.6%) a 1 Ownership(100%) - - r4).„,-�' - Operating(100%) - Total: $1,024.72 $288.47 $72.33 $11.20 $4.90 $10.72 Rate Element Allocation Element Percentage Value Depreciation 47% $559.30/mo (ownership) Overhaul(ownership) 28% $333.20/mo CFC(ownership) 0 , 5% $59.50/mo Indirect(ownership) 20% $238.00/mo t. Fuel(operating) ♦ Fuel cost data is not available for these rates. Revised Date: 2nd Half 20 411 4%%41‘ All material herein©2003-2016 Penton All rights reserved. Page 20 of 86 NON-OPERATED EQUIPMENT(DAILY NONOP Metal form,all heights paving,per 3.0 m 0390 $0.04 I (Metal form,all heights paving,per 10 If) RATES) Scaffolding, 1.5 m section,per section 0410 $0.54 DELAY FACTOR= 0.56 OVERTIME FACTOR= 1.00 (Scaffolding,5'section,per section) Note various units for diffcrcnt items. The following allowance is entered on Scaffolding,3.0 m section,per section 0420 $1.20 the extra work bill by using the(unit listed x number of days)in the hours (Scaffolding, 10'section,per section) worked column.The following list is limited to items with long estimated lives. Additional traffic related items such as cones and barricades,are still Scaffolding,4.6 m section,per section 0430 $1.59 listed under TRAI'C in this publication. Other non-operated items with short (Scaffolding, 15'section,per section) estimated lives should be treated as materials and should not be"rented". Non Scaffolding,bottomhop section,per 1.5 m 0440 $0.75 rented items are I)intended to be job specific(amortized over the life of the section(per 5 ft section) project)and 2)have an estimated life measured by number of uses rather than a length of time. Scaffolding,2.1 m high,rolling 0450 $1.13 (Scaffolding,7'high,rolling) MISCELLANEOUS I MISC ] Scaffolding,spider staging,plus air 0460 $24.06 Model Code Rate compressor Casing,450 mm dia,per 0.3 m(Casing, 18" 0120 $0.04 Shoring, 1.1 m deep 2235 mm wide,per 0510 S1.24 dia,per If) section(Shoring,3.5'dee x 88"wide TS03 Casing,650 mm dia,per 0.3 m(Casing,26" 0130 $0.06 section) '� � dia,per If) Shoring, 1.2 m deep x 3.7 m wide box,per 0515 S11.38 Casing,900 mm dia,per 0.3 m(Casing,36" 0140 $0.09 7.3 m(Shoring,4'deepx12'wide trench r 24') dia,per If) Casing, 1800 mm dia per 0.3 m(Casing, 0150 $0.21 Shoring, 1.5 m deep mm wr e,per 0520 S 1.30 72"dia,per If) section(Shoring,5'deep x 88"wide trench, per section) Casing,2400 mm dia,per 0.3 m(Casing, 0160 $0.26 Shoring,2.1 m deep x 1397 mm wide,per 0530 $1.15 96"dia,per If) section(Shoring.7'deep x 55"wide trench, Casing,2700 mm dia,per 0.3 m(Casing, 0170 $0.29 per section) 108"dia,per If) Shoring,2.1 m deep x 2235 mm wide,per 0540 $1.38 Casing,3000 mm dia,per 0.3 m(Casing, 0180 $0.39 section(Shoring,7'deepx88"wide trench, 120"dia,per If) per sect TSO4 Pile,all depths"H"pile,per 45.0 kg(Pile, 0190 $0.04 horing,2.4 m deep 4.6 m wide,per 3.0 m 0550 $9. all depths"H"pile,per hundred-weight) (Shoring,8'deepx 15'wide trench box,per Pipe,250-300 mm dia,per 0.3 m(Pipe, 10- 0200 $0.02 12"dia.per If) horing,2.4 m deep 2.4 m max width,per 0560 $18.51 Plate.22 mm thick,per 9.3 sm(Plate,7/8" 0210 $1.24 7.3 m(8'deep x 8'max width trench box, thick,per 100 sf) TSO2 Plate,25 mm thick,per 9.3 sm(Plate, 1" 0220 $1.42 Shoring,3.0 m deep x . m r 0570 $16.62 s 4.9 m(Shoring, 10'deepx8'max trench Plate,38 mm thick,per 9.3 sm(Plate. 1.5" 0230 $2.12 box,per 16') thick,per 100 sf) TS06 Shoring,3.0 m deep x 2.4 m max box,per 0580 $23.12 7.3 m(Shoring, 10'deepx8'max trench SCAFFOLDING,SHORING, [SSFW I box,per 24') FALSEWORK Wood,50 mm x255 mm,per 30.5 m(Wood, 0605 $0.16 Model Code Rate 2"x10",per 100 If) Metal form,1.8 m x3.0 m,per 14.6 m 0310 $43.23 Wood,50 mm x305 mm,per 30.5 m(Wood, 0610 $0.20 (Metal form,6x10 box culvert,per 48 If) 2"x12",per 100 If) Metal form,2.4 m x3.7 m.per 15.2 m 0320 $47.91 Wood, I OOmm x 100mm,per 30.5 m(Wood, 0615 $0.13 (Metal form,8x12 box culvert,per 5010 4"x4".per 100 If) Metal form,2.1 m x4.3 m,per 15.2 m 0330 $52.65 Wood, 100 mm x I50 mm,per 30.5 m 0620 $0.19 (Wood,4"x6",per 100 If) (Metal form,7x14 box culvert,per 50 If) Metal form,type 25 barrier,per 3.0 m 0340 $2.63 Wood,100 mm x205 mm,per 30.5 m 0625 $0.27 (Wood,4"x8",per 100 It) (Metal form,type 25 barrier,per 10 If) Metal form,type 26 barrier,per 3.0 m 0350 $2,78 Wood 100 mm x305 mm,per 30.5 m 0630 $0.41 (Metal form,type 26 barrier,per 1010 (Wood,4"x12",per 100 If) Metal form,type 27 barrier,per 3.0 m 0360 $2.40 Wood,150 mm x305 mm,per 30.5 m 0635 $0.68 (Metal form,type 27 barrier,per 10 If) (Wood,6"x12",per 100 10 Metal form,type 50 barrier,per 3.0 m 0370 $2.59 Wood 150 mm x455 mm,per 30.5 m 0640 $1.09 (Metal form,type 50 barrier,per 10 If) (Wood,6"x18",per 100 If) Metal form, 1.8 m x 3.7 m girder panel,per 0380 $0.16 Wood 205 mm x405 mm,per 30.5 m 0645 $1.34 0.1 sm(6x12 girder panel,per sf) (Wood,8"x16",per 100 If) Wood,305 mm x455 nun,per 30.5 m 0650 $1.51 (Wood,8"x18",per 100 If) 21 Wood,305 mm x305 mm,per 30.5 m 0655 $1.31 PAVEMENT GRINDERS,TUNGSTEN- (Wood, 12"x12",per 100 11) PGT-C 1 Wood form,type 27 barrier,per 2.4 m 0660 $0.28 CARBIDE BITS (Wood form,type 27 barrier,per 8 It) DELAY FACTOR= 0.12 OVERTIME FACTOR= 0.90 Wide flange beam,all depths,per 45 kg 0670 $0.04 Includes watcr(but not watcr truck or trailer),coolant,cutting compounds and (Wide flange beam,all depths,per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below. TANK [TANK] BARBER-CREENE [ B-G I Model Code Rate Model Code Rate Tank,metal,0-2270 liters(0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank.metal,2270-4540 liters(600-1200 ono $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30 Tank,metal,4540-9840 liters(1200-2600 0730 $2.49 RX-50 0115 $367.37 gal) Tank,metal,22 710 liters(6000 gallons) 0740 $5.01 -80B 0120 $609.53 Tank,metal,28 390 liters(7500 gallons) 0750 $6.29 CATERPILLAR [ CAT ] Tank • 't.-(-9980gath,iib 6.66 Model Code Rate Tank,metal,37 8501iters(10000 gallons) 0770 $7.39 PM-800 0200 $476.22 TRA -1 TSB PR-105 0201 $83.67 Model Code Rate PR-275 0205 $228.09 Crash cushion barrel,filled,each 0810 $1.21 PR-450 0210 $332.09 PR-750 0215 $483.50 K-rail,temporary concrete barrier,per 6.1 0820 $0.48 m(20 If) PR-750B 0216 $507.69 PR-1000 0220 $664.50 PAVEMENT GRINDERS,DIAMOND [ PGDIA 1 BLADES C.M.1. [ CM! ] DELAY FACTOR= 0.09 OVERTIME FACTOR= 0.92 Model Code Rate Includes water(but not water truck or trailer),coolant,cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 0155 $275.53 listed below. PR-450 0160 $315.56 CONCUT I CCUT ] PR-525 0165 $338.74 Model Code Rate PR-500FL 0170 $371.87 BC-38(136 blades) 0500 $174.43 PR-750 0175 $466.27 BC-244(187 blades) 0505 $216.60 PR-800-7 0177 $510.03 BC-1268(48 blades) 0510 $67.40 PR-1000 0180 $563.40 CUSHION CUT [CUCT ] INGERSOLL-RAND [ I-R ] Model Code Rate Model Code Rate HG-130A(127 blades) 0600 $167.98 MW-175 0280 $94.99 PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95 PENHALL [PENH ] MW-250C 0286 $124.10 Model Code Rate MT-6520(crawler) 0300 $306.81 G-38(172 blades) 0800 $329.49 MW-6520 0305 $221.98 MW-6520HC 0310 $283.42 TARGET [TARG 1 MT-7000 0315 $387.58 Model Code Rate CG-65(41 blades) 0900 $104.05 PRM-3804(170 blades) 0905 $362.37 22 AZ01 Unique ID: rjnatNKGgL EquipmentW' a• tc.:h. Custom Rates TO: Joey Harnden City of Renton FROM: Imani Brimah Date: 08/09/22 As per your request, EquipmentWatch has calculated the Custom Blue Book Rates for the following equipment. The outlined Custom Blue Book rate is as follows: Zanitas Road Hog; Acquisition Cost: $115,800.00 Ownership Rates Operating Rate FHWA Rate Standby Rate Idling Rate Monthly Weekly Daily Hourly Hourly Hourly Hourly Hourly $7,398.22 $2,071.50 $517.88 $77.68 $49.43 $91.47 $29.56 $78.18 EquipmentWatch. The above rates are based on standard Blue Book methodology and calculations using an acquisition cost and survey data.No adjustment for age is necessary as the above rates are indexed to the acquisition cost. The above rates used the following standards: Location Adjustment: Renton, Washington Time Period: Third Quarter 2022 (July 1st- September 30th,2022) If we can be of further assistance please don't hesitate to call us at 800-669-3282. Sincerely, Imani Brimah Sales Engineer EquipmentWatch ABO1 4 EquipmentWaL. J.. ABo www.equipmentwatch.com All prices shown in US dollars($) Adjustments for JOEYHARNDENABO1ABO2 in Duvall 8-18-22 August 18,2022 Miscellaneous HEAVY DUTY--11-114 Portable Light Towers Size Class: Thru 7 KW Weight 1600 lbs Configuration for HEAVY DUTY--11-1/4 Number Of Lights 4.0 Power Mode Die° Tower Height 30.0 ft (8) Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating coss. ♦ Ownership Costs stimated Operating FHWA Rate* Costs Monthly Weekly Dailytiti u Hourly Hourly D Published Rates USD$845.00 USD$235.00 USD$59.00 f 00 USD$5.07 USD$9.87 Adjustments Region(Washington: USD$64.22 USD$17.86 USD$4.48 $0.68 107.6%) Model Year(2022:100%) - - \it - Cost Hourly Ownership Cost(100%) Hourly Operating Cost(100%) 0$63.48 - Total: USD$909.22 USD$252.86 USD$9.68 USD$5.07 USD$10.24 Non-Active Use RatesSICIII\ Hourly Standby Rate ♦ Q USD$2.27 Idling Rate ` USD$6.88 Rate Element Allocation Element elc3\11‘ Percentage Value Depreciation(ownership) 31% USD$261.95/mo Overhaul(ownership) ♦ 56% USD$473.20/mo CPC(ownership) 3% USD$25.35/mo Indirect(ownership) 10% USD$84.50/mo Fuel(operating)®USD 5.7 34% USD$1.71/hr Revised Date:3rd qu 22 It: EquipmentWatl COMP 1 www.eguipmentwatch.com Adjustments for JOEYHARNDENCOMP1 in 18-22 August 18,2022 Miscellaneous 185 CFM DIESEL Portable Rotary Screw Air Compressors Size Class: 125-249 cfm Weight: 2100 lbs .11 Configuration for 185 CFM DIESEL Air Delivery Rating 185.0 cu f/min Horsepower 80.0 clicill\ Power Mode Diesel Blue Book Rates 0- **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs I Es /Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$2,215.00 USD$620.00 USD$155.00 USD 0/olc:1\• USD$24.78 USD$37.37 Adjustments Region(Washington: USD$112.96 USD$31.62 USD$7.91 105.1%) Model Year(2022:100%) - - - tibb-' Adjusted Hourly Ownership - - - Cost(100%) 44iiti‘ Hourly Operating Cost(100%) - Total: USD$2,327.97 USD$651.62 US lkSIIII, USD S24.17 USD$24.78 USD$38.01 Non-Active Use Rates Hourly Standby Rate USD$4.36 Idling Rate USD$29.65 .;"Rate Element Allocation Element Percentage Value Depreciation(ownership) 20% USD$443.00/mo Overhaul(ownership) 67% USD$1,484.05/mo CFC(ownership) 4% USD$88.60/mo Indirect(ownership) 444t44‘4. 9% USD$199.35/mo Fuel(operating)@ USD 5.70 66% USD$16.42/hr Revised Date:3rd quarter 20 EquipmentWat .. ET-01 ' www.equipmentwatch.com Adjustments for JOEYHARNDENET01 in Duvall 8-18-22 August 18,2022 Miscellaneous 25 TON Tilt Deck Utility Trailers • Size Class: All Weight: 9000 lbs ill) Configuration for 25 TON Capacity 25.0 t Deck Length 18'-25' Number Of Axles 3.0 Number Of Tires 12.0 Power Mode Manual n i.. Blue Book Rates • **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. c Ownership Costs Estivated Operating FHWA Rate*" Costs Monthly Weekly Daily Hour Hourly Hourly Published Rates USD$1,225.00 USD$345.00 USD$86.00 U 0 USD$4.86 USD$11.82 Adjustments /� Region(Washington: USD$44.10 USD$12.42 USD$3.10 7 103.6%) Model Year(2022:100%) - - - k.i 1 4 it‘ - AdjOwners Hourly Cost Ownership Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,269.10 USD$357.42 US 9.1 USD$13.47 USD s4.86 USD$12.07 Non-Active Use RatesscilCi\e° Hourly Standby Rate USD$5.41 Idling Rate USD$7.21 Rate Element Allocation Element Percentage Value Depreciation(ownership) 51% USD$624.75/mo Overhaul(ownership) )(:)"'\)‘\ 25% USD$306.25/mo CFC(ownership) . 4% USD$49.00/mo Indirect(ownership) 20% USD$245.00/mo Fuel cost data is not available for these rates. IN\ Revised Date:3rd quarter 2 • . C EquipmentWat V T01 AND V T02 J � www.equipmentwatch.com Adjustments for JOEYHARNDENWTO1 in Duvall 8-18-22 August 18,2022 Miscellaneous BB2 DSL 6X4 4000 On-Highway Water Tankers Size Class: 200 HP&Over Weight: 14000 lbs Configuration for BB2 DSL 6X4 4000 Horsepower 250.0 Power Mode Diesel Tank Capacity 4000.0 gal O Blue Book Rates *FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Es Operating FHWA Rate** - Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$2,725.00 USD$765.00 USD$190.00 USD$ USD$47.88 USD$63.36 Adjustments Region(Washington: USD$133.52 USD$37.49 USD$9.31 S 1. e Model Year ear(2022:100%) - - Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$2,858.52 USD$802.48 US/i` 1 USD$30.42 USD$47.88 USD$64.12 Non-Active Use Rates e Hourly Standby Rate USD$12.18 Idling Rate USD$51.88 Rate Element Allocation s Element Percentage Value Depreciation(ownership) 56% USD$1,526.00/mo Overhaul(ownership) (11,011‘ 25% USD$681.25/mo CFC(ownership) 5% USD$136.25/mo Indirect(ownership) 14% USD$381.50/mo Fuel(operating)@ USD 5.7I 74% USD$35.64/hr Revised Date:3rd quarter These are the most accuted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the C ide on our Help page for more information. The equipment re resented in this report has been exclusively prepared for JOEY HARNDEN (jharnden@rentonwa.gov) City of Renton N/k.5' ay 4 PA (Z& kS p ^ T Duvall Avenue NE EFFECTIVE 8/3/22 CAG-20-065 8/3/2022 updated 8/9/22 Equipment Rate Backup Reed Trucking Equipment Rate Equipment Rate Check Equipment Name Equipment Name 'Equipment Rate 'Standby Rate )escription Dump Truck-Solo DT716 2000-2001 Freightliner(12-15CY)#716 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT731 2000-2001 Freightliner(12-15CY)#731 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 DT747 2000-2001 Freightliner(12-15CY)#747 Misc 6x4 12 YD 50 KGVW $96.46 $7.99 SS-614 2022 Super Solo Dump Truck(18CY) MISC 8x4 18 yd 85 KGVW $123.46 $15.01 SS-811 2022 Super Solo Dump Truck(18CY) MISC 8x4 18 yd 85 KGVW $123.46 $15.01 Dump Truck-T&T DT716T 2000-2001 Freightliner(12-15CY)#716&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 Add $1 0/H R DT731T 2000-2001 Freightliner(12-15CY)#731&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.02 DT747T 2000-2001 Freightliner(12-15CY)#747&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.95 $12.0 for small tools Light Duty Pickup to foreman s FB01 2005 Ford F-450 Flatbed,16K GVW 2019 Misc 4x2 30KGVW $33.45 $2.71 truck FT01 2014 Ford F-150 Foreman truck,300-400 HP 2021 Light Duty Trucks-4x2 360 HP $24.61 $4.44 FT02 2019-2020 Ford F-450 2021 4x21/2450 Crew Gas light duty truck $43.54 $7.95 FT03 2020 Ford F-450 4x21/2450 Crew Gas $43.55 $7.96 FT04 2022 Ford F-350 2022 F350 On-Highway Light Duty $34.44 $4.23 Water Truck WTO1 2001 International 4700(2000 gal) 2016 Water Truck-On Highway 4000 gal $54.23 $17.98 WTO2 2014 Randco Tanks Freightliner(2450 gal) 2016 Water Truck-On Highway 4000 gal $54.23 $17.98 Backhoe BH01 2002 John Deere 310SG 2002 Deere 310SG $60.10 $14.01 BH02 2020 John Deere 410L 2020 Deere 410L $91.01 $25.45 Dozer DZO2 2004 John Deere 550H LT(D-4 Size) 2004 Deere 550H LT I $76.411 $19.16 Grader GRO1 Caterpillar 140G Articulated Frame Grader 'Caterpillar 140G Articulated Frame Grader l 25.56 ' 105.621 Sweeper SWO1 2015 Laymore Sweeper 2015 Lay-Mor 6-HB $45.081 $10.64 Excavator EX01 2019 Kubota Mini Ex KX057 2019 Kubota KX057-4 $62.92 $21.70 EX02 2006 Kubota KX161/JD 75 Mini Ex 2006 Kubota KX161-2 $60.13 $19.16 EX03 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $90.07 $30.37 EX04 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $90.07 $30.37 EX05 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX06 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX07 2003 Komatsu PC200LC-7/JD 200 Ex 2003 Komatsu PC200LC-7 $113.93 $35.02 EX08 2006 JD 120C Mid Ex Deere 120 C $91.00 $24.89 EX09 2022 Komatsu PC238USLC-11 Komatsu PC238 USLC-11 $135.06 $38.92 Ho-Pac HP09 2008 Allied(for 200 Exc) Allied 2300 $13.24 $4.25 HPO5 2010 Allied(for 120 Exc) Allied 1600 $10.11 $3.14 Roller-Vibratory CR03 2005 Sakai 84"Drum Roller 2012 Dynapac CA 362D(84 In.Roller) $115.24 $30.35 CR01 2015 Cat CB 24B Asphalt Compactor 2015 Caterpillar CB-24B $42.39 $12.62 Wheel Loader WL01 2006 Komatsu WA25OL-5(3 CY Capacity) Komatsu WA250-5 $67.85 $17.11 WL02 2018 Komatsu WA270 Loader 2022 Komatsu WA270-3 $60.26 $19.16 Grinding $91.47 $29.56 AZ01 2019 Asphalt Zipper Zanitas Road hog-Equipmentwatch .$4Ar2Q' ...$44:20' Compressor COMPO1 Doosan P185 Air Compressor Air Compressor 185 cfm,80 hp $15.77 $4.12 PCMS Board PCMF01 ' $6.62 $5.82 PCFM02 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM03 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM04 Portable Changeable Hydraulic Message Sign $6.62 $5.82 Arrow Board ABO1 25 Light Solar Powered Arrow Board Trailer Trailer Mounted flashing arrow sign-Caltrans 2021 $9.41 $4.96 ABO2 25 Light Solar Powered Arrow Board Trailer Trailer ET01 2003 Trail King TKT50-3 Axle Tilt Top(45000 2001 Tilt Deck Utility Trailers(3 Axle,50000 LB Capacity)- $10.72 $5.82 LB Capacity) Equipmentwatch Trench Safety TS02 8'x20'Box 8'x8'x24'Box-Caltrans 2021 $18.51 TS03 4'x20'Box 4'x12'x24'Box-Caltrans 2021 $11.38 TSO4 8'x8'Manhole Box 8'x15'x10'box-Caltrans 2021 $9.39 TS06 8'x20'Steel Plate 1.5"thick Steel plate(160 SF)-Caltrans 2021 $3.39 TS08 Gravel Skiff Metal Tank-Caltrans 2021 $7.39 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. eab Lzray 8z Osborne,Inc. CONSULTING ENGINEERS By: TLS Date: 8/5/22 DRS 8/9/2022 C EquipmentWatch.. www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) June 1,2022 Name:Duvall 6-1-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from Individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown In US dollars($) Equipment Details Rental Rate Blue Book® Adjustments ID Equipment Size Manufacturer Model Year Serial Number ConfigumtionRlotes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Hourly Cost Rate BH01 Tractor- 14'to Deem 310SG 2002 T0310SG916150 Drive:2WD,Operator USD USD USD USD 2022- 96.53% 100% % USD 1 USD Loader- Under Pmtection:ROPSIFOPS $26.44 $33.66 $14.01 $43.62 04-01 Washington: $60.10 $60.10 Backhoes 15' ,Power Mode:Diesel 104.8% BH02 Tractor- 15'to Deere 410L 2020 Power Mode:Diesel USD USD USD USD 2022- 99.89% 1 00% USD 1 USD Loader- Under $48.03 $42.98 $25.46 $70.60 04-01 'Washington: $1.01 $91.01 Backhoes 16' 104.8% CR03 Single Drum 8.0- Sakai SV510D-II 2005 20128 Drum Type:Smooth, USD USD USD USD 2022- % 100% USD 1 USD Vibratory 11.9 Drum Wiidth:84.0, $43.99 $71.25 $30.35 $61.49 04-01 Washingtor $115.24 $115.24 Compactors MTons Power Mode:Diesel 103.2% DZ02 Standard 75- Deem 550H LT 2004 T0550HX927184 Dozer Type:PAT, USD USD USD USD 2022- 300% 100% USD 1 USD Crawler 84 HP Operator $40.21 $3620 $19.30 $51.25 04 g[m: $76.41 $76.41 Dozers Pmtection:ROPS, 1 • Power Mode:Diesel EX02 Crawler 5.1- Kubota KX161-2 2006 31388 Operating Weight:5.0, USD USD USD USD 100% 100% 100% USD 1 USD Mounted 6.0 Operator $31.41 $28.72 $19.16 $40 -01 gton: $60.13 $60.13 Compact MTons PPower ode:Diesel 04.2% Excavators ,Power Mode:Diesel EX05 No data available ford is model EX06 No data available for is m e EX07 Crawler 21.1- Komatsu PC200LC-7 2003 201754 Operating Weight:21.1, USD USD US 2022- 98.89% 100% 100% USD 1 USD Mounted 24.0 Power Mode:Diesel $62.54 $51.39 0 04-01 Washington: $113.93 $113.93 Hydraulic MTons 105.3% Excavators 12.1- Deere 120C 2006 FF1200036416 Operating Weight:131, USD USD 2022- 96.28% 100% 100% unte �� Mod Power Mode:Diesel $48.07 .92 $58.29 04-01 Washington: 7.27 $87.27 Hydraulic MTons 19E.9% Excavators EX09 Crawer 24.1- Komatsu PC238USLC-2022 8373 • D USD 2022. 100% 100% 100% USD 1 USD Mounted 28.0 11 Weight:54230.0, .47 $4. in on: $134.40 $134.40 Hydraulic MTons Power Mode:Diesel 1 . FB01 to available for I is model FT01 o data available for is model FT02 o data available for tl is model FT03 . No data available for is model FT04 No data available for tl is model GR01 Articulated 145- Caterpillar 140G 72V11219 :12.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Frame 169 $46.47 $59.15 $25.56 $75.73 04-01 Washington: $105.62 $105.62 Graders HP Pm on:EROPS, 105.2% ode:Dlesel SS- No data available for is model 614 SS- No data available for d is model 811 WL01 Na data available for tl is model WL02 4-Wd 135- Komatsu WA270-3 002 836 Bucket Capacity:2.8, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Articulated 149 • Horsepawer.141.0, $29.03 $31.23 $19.16 $41.18 04-01 Washington: $60.26 $60.26 Wheel HP Operator 104.5% Loaders Pmtec00n:ROPS Power Mode:Diesel Total: USD $904.37 These are the most accurate the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product G e ou elp page for more information. The equipment rep ented in this report has been exclusively prepared for JOEY HARNDEN(jharnden@rentonwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 17, EquipmentWatch. www.equipmentwatch.com All prices shown in US dollars(S) Rental Rate Blue Book, Usage Report(Monthly) June 21,2022 Name:Duvall 6-21-22 Notes None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region.- Organization:- Ownership Adjustment:- Operating Adjustment- Rental Rate Blue Book Rates All prices shown in US dollars($) LOtipment Details Rental-61e ewe took$ Arfusnnatts ID Equipment Size Manufacturer Model Year Serial Number Configuration/Noes Ownership Operating Standby Idling Revtson Region Age Ownership Operating FHWA Hours Total TYPe Class Hourly Cos Rate COMPO1 No data available tar ibis model 1.-rtua, cup a.r awir a UlIVIpna, Vrraver wr Jv.�,11i'Pm1..oigh,. ..30 1..,.,9 bee, J35 1e!.- 1-,t, 10...4 1/.;17 1 1100 Dozers 259 Operator $106.95 $100.36 $5026 $146.63 04-01 Washington: $207.31 $2137.31 HP Protection EROPS. 105.3% Power Mode:Diesel • No data available torttis model DT716r Lowboy a ' -:r eons 4 AXLE 4 TIRE 1999130C46445XL189112 Power Mode:Manual USD USD USD USD 2022- 9... '. 0 Iaa... - USD Trailers $30.88 $8.98 $25 01 $30.88 04-01 Washington: $39.86 $39 86 DT731 No data available for r' • - DT731T Lowboy All Miscellaneous 4 AXLE 4 TIRE 20001SOCA5444YL188166 Power Mode:Mantni.- USD USD USD 2022- '-.% 100% 100% USD 1 USD Trailers 40' $30•. O8 $30.96 04-01 V6st1ngto $3994 $39.94 _01.2� D1747 No data available for Ibis model -' DT747r Pa•a' , iscellaneuus 3 HOT ASPHALT 20011S9C54421L189212 Addtive System 3 Hot USD USD USD USD 8811 t% .. .t•. USD 1 USD- era ADD Asphalt.Power $10.04 $698 $6.43 $10..- r•-0 :•ington. . .- $17.02 Accessories Mode:Elearic. 102.6% Required Horsepower 10.0 EX01 Crawler 5.1- Kubota KX057-4 201929188 Operating Weight5.5. USD USD U 22- 99.9% 100% 100% USD 1 USD Mounted 6.0 Operator $35.58 $27.34 $2 04-01 Washington: $62.92 $62.92 Compact MTans Protection:MdePiesel 104.2% Excavators ,Power Mode:Diesel HP05 No data available(ON' H-.. .. ..-. . .. . ..- -._:___.._.�:. .. -,,•r0 k.,,," i.-.• 2022 .ym ,.wc 1Ir., . rrm Impact - 4A'+.73 i wry•gg1R 7n Rq7 71 fN-ni Uk Ai.4% cot•M f-r earn 1-r h�Ib `VVtY 106.4°A SVr01 Sell AU Lay-Mw SWEEPMASTER 2015 SM30036307 Broom Length:72, SD USD USD 2022 99.09% 100% 100% USD 1 USD Propelled 300 Horsepower:24.8. 90 $10.64 $28.89 04-01 Washington: $4508 $45.08 Pavnnan Power Male',p� 105.9% Brooms Transmission: - Total: USD 1+55130 These are the most accurate rates for the selected Revision Date(s).However,duet ant online updates,these rates may not match Rental Rate Blue Book Print Visit the Cost Recovery Product Guide on out Help page for more information. The equipment represented in this report has been ex 1,;, ', repared for JOEY HARNDEN(jharnden@rentonwa.gov) ell(4:41)11411114\ 404itio‘ • NO All material herein Cc)2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 0 EquipmentWatch. www.eguipmentwatch.com All prices shown in US dollars(S) Rental Rate Blue Book, Usage Report (Monthly) February 17,2022 Name:Duvall Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Baoka Adjustments ID Equipment Size Manufacturer Model Year Serial Coneguratlon/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Number Hourly Cost Rate see 6/1 actor- 1 Deere 310SG 2002 Drie:2WD,Operator USD USD USD USD 2022- 96.53% 1 00 USD 1 U$p/ date L .6d%Under Protection:ROPSIFOPS, $22.19 $25.47 S11.98 $34.40 01-01 Washington: $47.66 6 update ackhoe 5' Power Mode:Diesel 104.8% Tractor- 15'to Deere 410E 020 Power Mode:Diesel USD USD USD USD 2022- 99.8 30 USD 1 USD r- Under $45.00 6$4.76 624.30 681.04 01-01 Washington: $79.76 $79.76 ac 16' 104.8% Standard 75- Deere 550H LT 2004 Dozer • T, USD USD USD USD 2022- 096 100% 100% USD 1 USD Crawler 84 HP Operator $45.93 $37.29 $22.04 $53.78 01-0 Ington: $83.21 $83.21 Dozers PraecUorcROPS, LO Power Mode:Diesel • 13 elf All Lay-Mar 6-HB 2015 Broom Length:72.0, USD U SD USD 2022- 9.0996 10096 100% USD 1 USD ope Horsepower:31.5, 628.7 .08 $1 . 2.96 01-0 ash on: $49.79 $49.79 see 6/1 P em Power Mode:Diesel, 1 . update Br s Transmission:H 14 Cr ler 5.1• Kubota KX057-4 2019 Op elght:5.5, USD USD USD USD 2 99.996 10096 100% USD 1 USD M ed astir $29.60 $20,54 $18,65 $3 :::: :ProtecUon:ROPS/FOPS,Power Mode:Diesel2006 Operating Weight:5.0, USD USD U 0 02210096 10096 100%$25.93 $21.4• 6. 1 01-01 :OPS, Excavator Power Mode:Diesel EX03 16 Crawler 8.1- Komatsu PC88MR-10 2020 Operating Weight:18739 USD USD 2022- 99.89% 100% 10 USD USD , Mounted 10.0 .Power Mode:Diesel $56.24 .83 0$62.80 01-01 Washington: $90.07 $90.07 EX04Eaulic xcavators Hdr MTons 105.3% - 17 No dat fa this model 18 a '�,°for this model Lawler - Komatsu Operating Weight:21.1, US USD USD USD 2022- 98.89% 100% 130% u$DXOSO See to 24.0 .58 $45.86 $32.72 $70.59 01-01 Washington: - $106.44 $106.44 H MTons 6/1/22 cavator rates 0 Crawler .1• Komatsu PC238USLC-2022 • USD USD USD USD 2022- 00% USD 1 USD nt 28.0 11. eight.542 $78.02 $48.92 $42.13 689.53 01-01 Washington: 6.94 Mode:O a 105.3% xcavator • G W �� ,ar2 fbG 1e10- ex daft nx e do e5e m - I - ydraulic 821.75 $12.81 Sll.09 $2L75 01-01 Washington: 634.56 Br 3,000 106,4% fib 23 No data available for this model 24 Tan 1.8. 11P --_ .-o -c_ .. . V -2.9 - Horsepower:36.2, $27.43 $14.96 $12.62 $30.53 01-01 Washington: - 64239 ompacto MTons Power Mode:Diesel 105.1% 25 • No data available for this model 01 2c •Wd 106 Names,- WA2 0_eket Cep..eity.2.8, U6D USD U6D UFD 29a2 1n9"5 1"3% 199"' a '0S a/tir,dnmd 149 Hnrernnwer.141 n 4JA'ln S7777 41e 72 44LOS nl.m Waehingtnn. 4S5 nn Wheel HP Operator 104.5% Loaders Praecton:ROPS, Power Mode:Diesel 27 No data available for this model 284" No data available tor this model 3 No data available for this model 31 No data available for this model 4 No data available for this ••el 5 No data available for •mode 6 On-Highway 300 Ford F-350 2022 Axle Configuration:4.0 X USD USD USD USD 2022- 100% 10095 100% USD 1 USD FT 04 Light Duty HP& 4.0,Cab Type:Crew, $5.56 $28.88 $4.23 29.81 01-01 Washington: $34.44 $34.44 Tmcks Over Horsepower:385.0, 103.6% Power Mode:Gasoline, Ton Ratng:1.0 7 No data available for this model 8 No data avaiable for this model 9 No data available for this model Total: USD $848.47 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print, Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JOEY HARNDEN(jharnden@rentonwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 it: EquipmentWatch,. www.equipmentwatch.com DT716 All prices shown in US dollars($) DT731 DT747 Rental Rate Blue Book® July 13,2022 Miscellaneous 6X4 12YD 50KGVW On-Highway Rear Dumps Size Class: 45,001-60,000 GVW 111111 Weight: 14607 lbs Configuration for 6X4 12YD 50KGVW •rrk Axle Configuration 6X4 Horsepower Maximum Gross Vehicle Weight 50000.0 lbs Power Mode it, Struck Capacity 10.0-12.0 cu yd Blue Book Rates �♦ **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating co Ownership Costs Estimated Operating FHWA Rate" Costs Monthly Weekly Daily A Hourly Hourly Published Rates USD$3,445.00 USD$965.00 USD$240.00 ( ,36.00 USD$80.48 USD$100.05 Adjustments (�//_ Region(Washington: USD$151.58 USD$42.46 USD$ 0.5 USD$1.58 104.4%) Model Year(2000:78.19%) (USD$784.50) (USD$219.75) (USD 4. (USD$8.20) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) yi - Total: USD$2,812.08 USD$787.71 l; ;:t,, USDr$195.91 USD$29.39 USD$80.48 USD$96.46 Non-Active Use Rates • Hourly Standby Rate USD$7.99 Idling Rate � USD$79.85 Rate Element Allocation es0(.43°'Element Percentage Value Depreciation(ownership) • 56% USD$1,929.20/mo Overhaul(ownership) 28% USD$964.60/mo CFC(ownership) 4% USD$137.80/mo Indirect(ownership) 12% USD$413.40/mo Fuel(operating)0 USD 5. 79% USD$63.87/hr Revised Date:3rd These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 C EquipmentWatch. www.equipmentwatch.com Trailer, DT All prices shown in US dollars($) 716T, DT731T, Rental Rate Blue Book® DT747T July 15,2022 Miscellaneous 14.5-13 On-Highway Rear Dump Full Trailers Size Class: All Weight: NIA411 Configuration for 14.5-13 `� '9 Capacity 13.0 Cu yd Number Of Axles QO Payload 14.5 t oi Blue Book Rates --FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos�IJ^ ♦ Ownership Costs 1\�jlstimated Operating FHWA Rate*' Costs Monthly Weekly Daily u ' Hourly Hourly Published Rates USD$1,330.00 USD$375.00 USD$94.00 ., 00 USD$4.43 USD$11.99 Adjustments Region(Washington: USD$87.78 USD$24.75 USD$6.20 i#I$0.92 106.6%) Model Year(2022:100%) - - - Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,417.78 USD$399.75 ero .20 USD$14.92 USD$4.43 USD$12.49 Non-Active Use Rates11$1411' Hourly Standby Rate ♦ 9 USD$4.03 Idling Rate ` USD$8.06 Rate Element Allocation Element epCx‘44).. Percentage Value Depreciation(ownership) 45% USD$598.50/mo Overhaul(ownership) ♦ 41% USD$545.30/mo CFC(ownership) 3% USD$39.90/mo Indirect(ownership) 11% USD$146.30/mo 4111141t\ Fuel cost data is not available for these rates. Revised Date:3rd qu-n-. .122 These are the most a"-it to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 EquipmentWatch.. SS614 and www.equipmentwatch.com SS811 All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 8X4 18YD 85KGVW On-Highway Rear Dumps Size Class: 60,001 GVW&Over Weight: 21021 Ibs Configuration for 8X4 18YD 85KGVW Axle Configuration 8X4 Horsepower 450.0 Maximum Gross Vehicle Weight 85000.0 lbs Power Mode Diesel— Struck Capacity 15.0-18.0 cu yd Blue Book Rates %4 , • **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.,' '' Ownership Costs Estimated Operating FHWARate** Costs Monthly Weekly Daily ( Hourly Hourly Published Rates USD$5,060.00 USD$1,415.00 USD$355.00 [ 1®3®853.00 USD$93.45 USD$122.20 Adjustments Region(Washington: USD$222.64 USD$62.26 USD$5.6 USD$2.33 104.4%) Model Year(20 2:O nersh - - 00%) Adjusted Hourly Ownership - -Cost(100%) Hourly Operating Cost(100%) Total: USD 55,282.64 USD$1,477.26 esf$370.62 USD$55.33 USD$93.45 USD$123.46 Non-Active Use Rates •SQ Hourly Standby Rate USD$15.01 Idling Rate 1134 USD$101.88 Rate Element Allocation Element Percentage Value Depreciation(ownership) 444 • 56% USD 52,833.60/mo Overhaul(ownership) 28% USD$1,416.80/mo CFC(ownership) 40/ USD$202.40/mo Indirect(ownership) 12% USD$607.20/mo Fuel(operating) USD 5. 77% USD$71.86/hr Revised Date:3rd These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein CO 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 C EquipmentWatchn FB01 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Miscellaneous 4X2 15KGVW DSL On-Highway Flatbed Trucks Size Class: 14,001-16,000 GVW Weight: 5214 Ibs .. ° Configuration for 4X2 15KGVW DSL Axle Configuration 4X2 Horsepower Maximum Gross Vehicle Weight 15000.0 lbs Power Mode Dies-I Blue Book Rates FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos Ownership Costs stimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Published Rates USD$1,070.00 USD$300.00 USD$75.00 u USD$28.03 USD$34.11 Adjustments Region(Washington: USD$43.87 USD$12.30 USD$3.08 $0.45 104.1%) Model Year(2005:85.57%) (USD$160.69) (USD$45.05) (USD$ (USD$1.65) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$953.16 USD$267.25 eric8:4. USD$9.80 USD$28.03 USD$33.45 Non-Active Use Rates Hourly Standby Rate ♦ 9 USD$2.71 Idling Rate ` USD$27.78 Rate Element Allocation Element Percentage Value Depreciation(ownership) 54% USD$577.80/mo Overhaul(ownership) ♦ 27% USD$288.90/mo CFC(ownership) 44\ 5% USD$53.50/mo Indirect(ownership) 14% USD$149.80/mo Fuel(operating)@ USD 5.7' 80% USD$22.36/hr Revised Date:3rd qua'w, '22 These are the most a'duadrte rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 C EquipmentWatch.. FT01 www.equipmentwatch.com All prices shown in US$ Adjustments for 12583 in All Saved Models May 9,2019 Miscellaneous 4X2 1 1/4 360 CONV DSL On-Highway Light Duty Trucks j Sze Class: ' # ' " 300 HP&Over Weight: HP Ill , „„,,,,,ti„, Configuration for 4X2 1 1/4 360 CONV DSL0 Axle Configuration 4X2 Cab Type Co entional Horsepower 360.0 Power Mode el Ton Rating 1 1/4 /1\0 Blue Book Rates „FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimato t g cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,120.00 $315.00 $79.00, 512.00 $18.35 $24.71 Adjustments kiN4 Region(Washington: ($19.04) ($5.36) r ($0.20) 98.3%) Model Year - - 0- (2019: 100%) Adjusted Hourly - - cilic\ - - Ownership Cost(100%) Hourly Operating Cost(100%) 4 - Total: $1,100.96 .•$309. $77.66 $11.80 $18.35 $24.61 N. Non-Active Use Rates Hourly Standby Rate $4.44 Idling Rate $20.39 Rate Element Allocati Element Percentage Value Depreciation(owne 54% $604.80/mo Overhaul(ownership) 29% $324.80/mo CFC(ownership) 7% $78.40/mo Indirect(ownership) 10% $112.00/mo Fuel(operating)@ 3.27 77% $14.13/hr Revised Date:1st half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for KALI KNIGHT(Kali.Knight@lakesideindustries.com) All material herein©2003-2019 Informs All rights reserved. , . .. •. —.. ._.. ., „ Mi'l-i;20.:(9'iFitriit.P.,450 siowkge ..poc4,0m.; . . = _ morpowieiwtiiti:K-40.1taiff Oi 'Flefithlr Ftdie.131ite _ adokt, 4sto.6grtipwzi..., ..__. Wil#0.11ig02,.111,4,14:cirCOENtrOg iiirgii.w.tkiiiiiiiigAi...Tiii*, — ' • •• . -.. • ,, q,•.:,Ci4s,,, iwoloti . • ., - -• • -; 'Otiiiiliqpialicifiltir41(2 1.124.5.0 014w.:PAP Aireiporifd,r09.0 4)01. p-all-5Typ - .,A. .-g-, RA-0*A 451ilig Power Moe GaTaine4 -06.94tilA -**-Asrkii.kfik.m4,1Q:;4113966Aly,piiimbliii1.799* Olviilif,4y..0,4A***4.0*,11406:9Pgiffilgcer ..t1s0 -1-C,Xliiirei$Iiip:_t01. • E;sliia100:9kerAiiii-0: FHINA.Ritte.' ttitiiiiiiiy, .040#4.1i agijk, !fatal)),4.'11 ,iii)\V ' Iiiiiiittl . e p:u6lih-e-cl„Ra14 ii.i..t113/0.'i0ii ,456r,i1b.. '.utti..46.';io"Tsiiil v. s 121;oil 1:11$11$32'.34 :Citbr43.5 •Riqqrjfe:10... 5.t., moil'Yoo(ZciA9:'$01a4) 6=1 ,a4:3-.9) ospg-,1-4, fcoo-..sufb ',....:., .s(psp.-:$0:ctl). ii0'.00rikt*iiK.4.10 .4*(1:0Os9 c , -- .• --,,,-•.--• • _ 1.4it'04-Erating:digtigiiii.i,t1 ,I0(0 '0-Y0:IPA:O. ',01417f0.140, (14.14'4.4972 '.'000`...4.01%, ,,:iitiA3-F34 ' iftii''s4t-4 7.. .. ... . A' _ _.. . .140.0.40.1i,64:11.03..a.t0 --"•••••. :Iiiii.iiiirq _ ,, .,, _ I .p j:"..anat7.95.( ).gii414* .,......, _.,...,4..O ;90.IX, 4 , • -- - - - - 1?..4W00iigKkAii;?ciiiPtc, - - 'ftertieiiii - el VetEeriii0i 'Araiiia .11..PRF (.40.96,(490..10, .....0 1:045.3.Witipp, ..gs:ipivogoolgooy, , s,,, 0, (2.4% sisp.A5.7.4moci r.:Elowilvtiliipy .. -•,..--, f.U.SD4.19'59/tiiti Irldispt(OnershipI 4,-ik 1:1=t4tIliaiIiA.61. ti.:1,4000.0:003-.1..g91.-9(-,,,,• - 'Olt ... .......... 11SD125'..39fiir ?Fil4eili5.;44:t.cilc1444:26i17 ;417,,Algt _ , . ,.. _ , ,• tipsg„.grp,iPe,r-Fic.g,gmrate:rgigs{kritie.:01.eMp.,cf:#04sran„fi.de:(0H9Vpl.4r;"!OuO*019,4;g•ii.e.,VM:Prg;ppaggvibegt*W1)PY:PPt Oli01::RePtiggt@*ug .iitik.Pilliekiiiiiitie":65ifli*tir.eifFilitliCt.004.Viiliti?,140:074.00:601gglitithlili:atjkili.:! liffqt.ilp9:1-glIti:refg-QOpilt01_111:fie4 tOtti-gaiy4.s been Iusiety-0..N.moll for js".515Y14E_LOR). ,0.0v.0.00.0itT.frac.9r,W.9.1g), • ' — . ._ An of*,-;_otliffig,t.otiv.40-2rig.!i-Iforog,A)tigtigyLogry..g,d,,P4g04-,04.: , . . ., '-- -t . . .. _ 0- ..,...4 ..".0 ._ .. .r.. ..„ , . .. . . ,, -O ,E tz mentWatchi„. 1,iiii.W.640Ipii10iligitCA:Clitn, ::--LF-301.,.,-2620;'.Ford t'F--,`,4$..0: NI.f.Otia-W4iii*Itfn,tit$1,d6141*':(#. ‘,Ren%11Rat.6-alit:B:eitikei. Spptd1115612021 NO'd:OlIdife§114".02.1.j2459VROTG.4%. 004416 RwAisitiypigiTipft ...i.g.",PaYgi ';',06:110t&PYPri .:,,. 1 ... . . .. .C'diff.kbliratitifilcit'4)(24/2450:CREWpAs .......,_,_. ._ . .__ Me.PqrN4Lat.IQA ;Oa Cab Type eie'..- 1 11,81,04,0cAttetr' ,:-40,..}10' ,P40.01490.0. e-t .-t` AP:.1 51 701113014 'tvz . ,. B.ge..CPt.0,010310t:Of ,... t-'..... G ,14,btl ,,.•ckiigig:Wii41144g,plootift imiktofil*got olylikrhy4F.70.,pry0.9•1-kpriiy,poli.9.44.,9Rpolp. .c954:, ,„ ,. ooporiti0, d.Aw. ' :esiiintite,c1,".opetz.iiifrig. 'i,Fiiiii ---,Fiiit0".' Cost :".Malikli! lirieeqi_ri Doi( ,-, 1010. II. Ilio.iiiii. :tiiityrfsit itilkir4k-Pitt3gilds't titt54i,r9-*tii) uz0i..s5t,otti Titoti;i'obo. .0otssuog t' lititiri.4.34 ;-(itri.t.43.:0' Aqiiitifiente I, FSeOrrOdii% 40,0*1;1420;000 10$14#19.6 'i(0#!440,)1 'WO-414 .ffigO;01,..O4Y 1, A0.10dt01,1041k791*Ofil* - totatt* ' ‘ 7 ' t{64000.41141SCOitg-0054 iiitiE .Uttfc-FIA3 uttit554:4s (ism'''so(6 'iil'iii:Oit Ititilt3i..14. •,,.. 5..1§1:441.5i '-.' - , _ \ kiut.iir Ncik0iiiet 14.,Rao-g, *00:13701 c: - rususrigOA ___ _ ___ • --- 11416-,gtoiliejii064titiji Erime,ft e _ :13erCe-nta:cie -- Valki 0:1aRIOC.ii.10iOR 57% .?4§0:'#,445.451(119. '4,Nr114P519#,PerifiP) • OAK P.g1A57g1S6 :,...F..g.OW104,114, ,aigi 17s0T,Sa9.5u/rillil f(idfrecliOki_ei&iiiiiY, ' :IA; ':1:1_044t,411.103, ---!:F.0-001-je.z.:4110F9A4d-4-11;.. ..-,'' 0* 1g002.5" ,ifit. R T607k-al.elfiktrtild:g ,: oi*e selected oviiipp.:Ne0):,;(-0ivgyef.:tiiie IcrErlojg bsttql-kgrifilg.,YeitgiiiigNA TARIAYMitglici,iA91.1.1griOgibbg e4ite We f .i3W610-Etirif.'Sigliiii4 tab§ida61/PriiiNief:d6iditiih(oar I*04569ekif itiitiFe filleiiiiatioiii"- - - " 1.-.1,1P.0.0,0:Vilt1000.00til01.[OHs;reoptt_fia8,11*gwqgqiti.:06/01.stor.0154i-;0-ctfor,j0VELER (eveteracityoftacorna-mr0): All material 0-0:610::0,:,: .b.Q.-8i2P:k 10f.0#1..i.p.:A(iI4tOtoq*-04...PArd-o.0,,-;',61,1:. 0 EquipmentWatch" wr01 and WT02 www.eq ui pmentwatch.corn Adjustments for 19-003 in JEI Fleet May9,2016 On-Highway Water Tankers Miscellaneous Models Size Class: Net Hp 200 HP&Over Configuration for On-Highway Water Tankers Horsepower 250 Power Mode Di Tank Capacity 4,000 gal Horsepower 2 .0 .,.# Equipment Notes: Rates include pump and rear spray system. Blue Book Rates ♦ **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera' ost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $3,760.00 $1,055.00 $265.00 $40.00 $36.25` $57.61 Adjustments4141:� ; Region ($63.92) ($17.94) ($4.51) ($0.68) (Washington: 98.3%) Model Year(2000: ($532.24) ($149.34) e ($5.66) 85.6%) Ownership(100%) - - - Operating(100%) - Total: $3,163.84 $887.72 $222.98 $33.66 $36.25 $54.23 Rate Element Allocation Element ` Percentage Value Depreciation(ownership) 51% $1,917.60/mo Overhaul(ownership) 31% $1,165.60/mo CFC(ownership) elA\81)Ib 6% $225.60/mo Indirect(ownership) 12% $451.20/mo Fuel(operating)@$3.46 ♦ 60% $21.63/hr Revised Date: 2nd Half 20 414t\ All material herein©2003-2016 Penton All rights reserved. Page 17 of 86 IC EquipmentWatch.. wwv..equipmentwatch.com EX05 - 2020 Komatsu PC138 and EX06 All prices shown in US dollars($) Rental Rate Blue Book® September 3,2021 Komatsu PC138USLC-11 Crawler Mounted Hydraulic Excavators r— '` .' �� .' t Size Class: 14.1-16.0 MTo n sT -rF '�a �tl• Weight: N/A Configuration for PC138USLC-11 Bucket Capacity 0.34-1 cu yd Horsepower 97.2 hp Operating Weight 34563.0 lbs Power Mode Diesel Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate•' Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$10,255.00 USD$2,870.00 USD$720.00 USD$110.00 USD$38.83 USD$97.10 Adjustments Region(100%) - - . - Model Year(2020:99.9%) (USD$10.26) (USD$2.87) (USD$0.72) (USD$0.11) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) _ Total: USD$10,244.75 USD$2,867.13 USD$719.28 } USD$109.89 USD$38.83 USD$97.04 Non-Active Use Rates Hourly Standby Rate � USD$28.52 Idling RateIf/ J) USD$64.11 ek Rate Element Allocation Element ! Percentage Value Depreciation(ownership) 38% USD$3,896.90Imo Overhaul(ownership) 111 51% USD$5,230.05/mo CFC(ownership) ON 3% USD$307.65/mo Indirect(ownership) 8% USD$820.40/mo Fuel(operating)@ USD 3.27 15% USD 55.90/hr Revised Date:3rd quarter 2021 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JODY EVELER (jeveler@cityoftacorna.org) All material herein©2003-2021 Informa All rights reserved.Page 1 of 1 C EquipmentWatch.. EX08 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Deere 120C(disc.2008) �" • Crawler Mounted Hydraulic Excavators .,.ori 1;`%.41 r. Size Class: 12.1-14.0 MTons Weight: 28840 lbs Configuration for 120C(disc.2008) Operating Weight 13.1 mt Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Ope ting FHWA Rate'" Costs Monthly Weekly Daily Hourly (a:urly Hourly Published Rates USD$8,680.00 USD$2,430.00 USD$610.00 USD$92.00 USD$41.22 USD$90.54 Adjustments Region(Washington: USD$460.04 USD$128.79 USD$32.33 USD$4. ♦ 105.3%) Model Year(2006:95.85%) (USD$379.48) (USD$106.24) (USD$26.67) (USD .02) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$8,760.56 USD$2,452.55 USD$615.66 $92.85 USD$41.22 USD$91.00 Non-Active Use Rates Hourly Standby Rate USD$24.89 Idling Rateel 1 S%1" USD$61.13 Rate Element Allocation Element 3 Percentage Value Depreciation(ownership) , 38% USD$3,298.40/mo Overhaul(ownership) 46% USD$3,992.80/mo CFC(ownership) 5% USD$434.00/mo Indirect(ownership) 11% USD$954.80/mo Fuel(operating)®USD 5.70 28% USD$11.35/hr 011111 Revised Date:3rd quarter 2022 These are the most accurate rates t0%' -'.eltcted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov-.,ya..r..i. -'Guide on our Help page for more information. The equipment renr°:.. -d in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 1- EquipmentWatch.. EX09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu PC238USLC-11 -mot ,() r a Crawler Mounted Hydraulic Excavators y- '1.~y11AA Size Class: 24.1-28.0 MTons -III "'_ Weight: NIA Configuration for PC238USLC-11 Operating Weight 54230.0 lbs Power Mode Diesel Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. ICC114111144 Ownership Costs Estimated Operating FHWA Rate'* Costs Monthly Weekly Daily Hourly ay, Hourly Hourly Published Rates USD$13,010.00 USD$3,645.00 USD$910.00 USD$135.00 USD$57.22 USD$131.14 Adjustments Region(Washington: USD$689.53 USD$193.18 USD$48.23 USD$7. 105.e%) ` Model Year(202 ne%) - - - X;/\4�t�1+ Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$13,699.53 USD$3,838.19 USD$958.23 $1A2.15 USD$57.22 USD$135.06 Non-Active Use Rates Hourly Standby Rate USD$38.92 Idling Rate : '4C\ USD$95.82 Rate Element Allocation Element •e Percentage Value Depreciation(ownership) 38% USD$4,943.80/mo Overhaul(ownership) 46% USD$5,984.60/mo CFC(ownership) 5% USD$650.50/mo Indirect(ownership) 11% USD$1,431.10/mo Fuel(operating)@ USD 5.70 31% USD$17.98/hr Revised Date:3rd quarter 2022 0 These are the most accurate rates fo eltted Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recov Guide on our Help page for more information. The equipment re . d in this report has been exclusively prepared for E D(cmsp@kbacm.com) „ct4 All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 IC EquipmentWatch.. HP05 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 1600 Hydraulic Compactors For Backhoe Mounting Size Class: 10,001-20,000 lbs Weight: 1565 lbs • Configuration for 1600 F Cycles Per Minute 2100.0 Impulse Force 16000.0 lbs- Power Mode Hydraulic j'•"s 4401 Blue Book Rates ` **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cos • Ownership Costs stimated Operating FHWA Rate** Ca) Costs Monthly Weekly Daily u Hourly Hourly Published Rates USD$1,130.00 USD$315.00 USD$79.00 0 USD$3.84 USD$10.26 Adjustments Region(Washington: USD$107.35 USD$29.92 USD$7.51 $1.14 109.5%) Model Year(2010:89.22%) (USD$133.38) (USD$37.18) (USD$ (USD$1.42) Adjusted Hourly Ownership - - Cost(100%) Hourly Operating Cost(100%) Total: USD$1,103.97 USD$307.74 (lerti USD$31.72 USD$3.84 USD$10.11 4cliCI\ Non-Active Use Rates Hourly Standby Rate ♦ 9 USD$3.14 Idling Rate ` USD$6.27 Rate Element Allocation Element Percentage Value Depreciation(ownership) 47% USD$531.10/mo Overhaul(ownership) ♦ 43% USD$485.90/mo CFC(ownership) 3% USD$33.90/mo Indirect(ownership) 8% USD$90.40/mo Fuel cost data is not available for these rates. Revised Date:3rd qua 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 C Equipmen tWa tch,. H P09 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Allied 2300 WISW1VEL Hydraulic Compactors For Backhoe Mounting Size Class: 20,001 lbs&Over Weight: 2216 lbs 9 Configuration for 2300 WISWIVEL Cycles Per Minute 2100.0 Impulse Force 1.1' s Power Mode Hydraulic Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cosi - ' ♦ Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$1,540.00 USD$430.00 USD$110.00 USD$17.00 USD$4.74 USD$13.49 Adjustments Region(Washington: USD$146.30 USD$40.85 USD$10.45 ".USD$1.62 109.5%) Model Year(2008:88.71%) (USD$190.42) (USD$53.17) (USD$1 (USD$2.10) Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) Total: USD$1,495.88 USD$417.68 et 6.85 USD$16.51 USD$4.74 USD$13.24 44$114 Non-Active Use Rates Hourly Standby Rate ♦ SZ USD$4.25 Idling Rate USD$8.50 Rate Element Allocation ‘14 Element 0C) Percentage Value Depreciation(ownership) 47% USD$723.80/mo Overhaul(ownership) 43% USD$662.20/mo CFC(ownership) 3% USD$46.20/mo Indirect(ownership) 8% USD$123.20/mo 444itill‘ Fuel cost data is not available for these rates. Revised Date:3rd qu 22 These are the most a to rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein CO 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 EquipmentWatchn W L 0 1 www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® July 15,2022 Komatsu WA250-5(disc.2008) 4-Wd Articulated Wheel Loaders Size5Class: 135-149 HP 'I. Weight: 24119 lbs ilk,4er!7 :.w /WO '-' --. Configuration for WA250-5(disc.2008) r1/4 .?. Operator Protection EROPS Power Mode Diesel Blue Book Rates , v ,, **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. J Ownership Costs Es mated Operating FHWA Rate** ♦ Costs Monthly Weekly Daily Hour! Hourly Hourly Published Rates USD$6,005.00 USD$1,680.00 USD$420.00 USD .0 USD$33.63 USD$67.75 Adjustments Region(Washington: USD$270.23 USD$75.60 USD$18.90 41$ 4 104.5%) Model Year(2006:95.98%) (USD$251.96) (USD$70.49) (USD$17.62) 44$2.64) Adjusted Hourly Ownership - - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$6,023.26 USD$1,685.11 US � USD$63.19 USD$33.63 USD$67.85 Non-Active Use Rates Hourly Standby Rate USD$17.11 Idling Rate USD$47.05 icc\ Rate Element Allocation �` 9 Element Percentage Value Depreciation(ownership) 45% USD$2,702.25/mo Overhaul(ownership) 35% USD$2,101.75/mo CFC(ownership) Tt 7% USD$420.35/mo Indirect(ownership) 13% USD$780.65/mo Fuel(operating)@ USD 5.70 38% USD$12.83/hr Revised Date:3rd quarter 2022.E j These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Ca ecovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for E D (cmsp@kbacm.com) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 Equipment Watch" AZO1 www.equipme•twatch.com Adjustmen for 95-002 in JEI Fleet May 9,2016 Zanitas Road Ho. Custom Weight: N/A Configuration for Road H.• 36"trench grinder A Blue Book Rates **FHWA Rate is equal to the monthly ownershi.cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Wee Daily Hourly Hourly Hourly Published Rates $2,500.00 $700.00 $175.00 $26.00 $35.00 $49.20 Adjustments Region(100%) - - - - Model Year(100%) - - - - Ownership(100%) - - - Operating(100%) Total: $2,500.00 $700.00 $ •5.00 $26.00 $35.00 $49.20 Revised Date: 2nd Half 2010 • 4411.40\44 • 1111114441\441\ All material herein©2003-2016 Penton All rights reserved. Page 73 of 86 0 Equip mentWatch" COMP 1 www.equipmentwatch.com Adjustments for 98-003 in JEI Fleet May 9,2016 Portable Rotary Screw Air Compressors Miscellaneous Models Size Class: Free Air Delivery 125-249 cfm Configuration for Portable Rotary Screw Air Compressors Air Delivery Rating 185 cfm Rated Pressure @ PSI 12 i kil\ Horsepower 80 hp Power Mode rel Air Delivery Rating 185 cfm Rated Pressure @ PSI V p Horsepower 80.0 hp ♦ Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated a Ling o t. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily ourly Hourly Hourly Published Rates $800.00 $225.00 $56.00 $8.00 $11.65 $16.20 Adjustments Region ($10.40) ($2.93) ($9 �` ($0.10) (Washington: 98.7%) Model Year(2002: ($63.96) ($17.99) 08) ($0.64) 91.9%) Ownership(100%) - - Scill\ - - Operating(100%) - Total: $725.64 $20 ;50.79 $7.26 $11.65 $15.77 Rate Element Allocation Element Percentage Value Depreciation(ownership) 24% $192.00/mo Overhaul(ownership) 551\1111b 63% $504.00/mo CFC(ownership) A, 6% $48.00/mo Indirect(ownership) ♦ 7% $56.00/mo Fuel(operating)@$2.78 69% $8.01 /hr Revised Date: 1st H 2 v All material herein©2003-2016 Penton All rights reserved. Page 75 of 86 0 Equip mentWatch~ AB01 AND AB02 www.equipmentwatch.com Adjustments for 90-003 in JEI Fleet May 9,2016 Portable Light Towers Miscellaneous Models Size Class: Thru 7 KW Configuration for Portable Light Towers Horsepower 11.5 Power Mode Di Tower Height 30 ft Number of Lights 4 Horsepower 11.5 Col) Blue Book Rates • **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operati st. 1 Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,005.00 $280.00 $70.00 $11.00 $4.45 $10.16 Adjustments Region - - - - (Washington: 100%) Model Year(2000: ($131.65) ($36.68) ($9.17) ($1.44) 86.9%) Ownership(100%) - - - Operating(100%) - Total: $873.35 $243.32 $60.83 $9.56 $4.45 $9.41 Rate Element Allocation 4 19 Element ` Percentage Value Depreciation(ownership) 39% $391.95/mo Overhaul(ownership) 52% $522.60/mo CFC(ownership) .61‘ ya 3% $30.15/mo Indirect(ownership) 6% $60.30/mo Fuel(operating)@$3.46 . 23% $1.03/hr Revised Date: 2nd Half 20 All material herein©2003-2016 Penton All rights reserved. Page 64 of 86 0 EquipmentWatch" ET01 www eq ui pmentwatch.corn Adjustments for 20-005 in JEI Fleet May 9,2016 Tilt Deck Utility Trailers Miscellaneous Models Size Class: All Configuration for Tilt Deck Utility Trailers Number of Axles 3 Number of Tires 12 cilliC\ Deck Length 18'-25' Capacity 2 .1111 Equipment Notes: Tow Hitch Type Cl) Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated opera' ost. Ownership Costs Estimated FHWA Rate*" Operating Costs Monthly Weekly Daily r Hourly Hourly Published Rates $1,190.00 $335.00 $84.00gitt.O0 $4.90 $11.66 Adjustments Region ($20.23) ($5.70) ($1.43) ($0.22) 6 (Washington: 98.3%) Model Year(2001: ($145.05) ($40.83) ($1.58) 87.6%) Ownership(100%) - - - Operating(100%) - Total: $1,024.72 $288.47 $72.33 $11.20 $4.90 $10.72 419 Rate Element Allocation Element Percentage Value Depreciation(ownership) 47% $559.30/mo Overhaul(ownership) 28% $333.20/mo CFC(ownership) 5% $59.50/mo Indirect(ownership) 20% $238.00/mo Fuel(operating) ♦ Fuel cost data is not available for these rates. 4%44\Revised Date: 2nd Half 20 1444 All material herein©2003-2016 Penton All rights reserved. Page 20 of 86 NON-OPERATED EQUIPMENT(DAILY NONOP Metal form,all heights paving,per 3.0 m 0390 $0.04 II (Metal form,all heights paving,per 10 If) RATES) Scaffolding, 1.5 m section,per section 0410 $0.54 DELAY FACTOR= 0.56 OVERTIME FACTOR= 1.0U (Scaffolding,5'section,per section) Note various units for different items. The following allowance is entered on Scaffolding,3.0 m section,per section 0420 $1.20 the extra work bill by using the(unit listed x number of days)in the hours (Scaffolding, 10'section,per section) worked column.The following list is limited to items with long estimated Scaffolding,4.6 m section,per section 0430 $1.59 lives. Additional traffic related items such as cones and barricades,are still listed under TRAFC in this publication. Other non-operated items with short (Scaffolding, 15'section,per section) estimated lives should be treated as materials and should not be"rented". Non Scaffolding,bottom/top section,per 1.5 m 0440 $0.75 rented items are 1)intended to be job specific(amortized over the life of the section(per 5 ft section) project)and 2)have an estimated life measured by number of uses rather than a length of time. Scaffolding,2.1 m high,rolling 0450 $1.13 (Scaffolding,7'high,rolling) MISCELLANEOUS I MISC ] Scaffolding,spider staging,plus air 0460 $24.06 Model Code Rate compressor Casing,450 mm dia,per 0.3 m(Casing, 18" 0120 $0.04 Shoring,1.1 m deep x 2235 mm wide,per 0510 $1.24 dia,per If) section(Shorin ,3.5'dee x " ' e TS03 ekrre section) 1� Casing,650 mm dia,per 0.3 m(Casing,26" 0130 $0.06 dia per If) Shoring, 1.2 m deep x 3.7 m wide box,per 0515 $11.38 Casing,900 mm dia,per 0.3 m(Casing,36" 0140 $0.09 7.3 m(Shoring,4'deepx12'wide trench r 24') dia,per If) Casing, 1800 mm dia per 0.3 m(Casing, 0150 $0.21 Shoring, 1.5 m deep x mm wide,per 0520 $1.30 dia, 80erlf) section(Shoring,5'deep x 88"wide trench, 72" per section) Casing,2400 mm dia,per 0.3 m(Casing, 0160 $0.26 Shoring,2.1 m deep x 1397 mm wide,per 0530 $1.15 96"dia,per If) section(Shoring.7'deep x 55"wide trench, Casing,2700 mm dia,per 0.3 m(Casing, 0170 $0.29 per section) 108"dia,per If) Shoring,2.1 m deep x 2235 mm wide,per 0540 $1.38 Casing,3000 mm dia,per 0.3 m(Casing, 0180 $0.39 section(Shoring,7'deepx88"wide trench, 120"dia,per If) per sect' TSO4 Pile,all depths"H"pile,per 45.0 kg(Pile, 0190 $0.04 boring,2.4 m deep x 4.6 m wide,per 3.0 m 0550 $9. all depths"H"pile,per hundred-weight) (Shoring,8'deepxl5'wide trench box,per Pipe,250-300 mm dia,per 0.3 m(Pipe,10- 0200 $0.02 12"dia,per If) horing,2.4 m deep x 2.4 m max width,per 0560 $18.51 Plate,22 mm thick,per 9.3 sm(Plate,7/8" 0210 $1.24 7.3 m(8'deep x 8'max width trench box, thick,per 100 sl) TS02 Plate,25 mm thick,per 9.3 sm(Plate, 1" 0220 $1.42 Shoring,3.0 In deep x . m ,per 570 $16.62 s 4.9 m(Shoring, 10'deepx8'max trench Plate,38 mm thick,per 9.3 sm(Plate, 1.5" 0230 $2.12 box,per 16') thick,per 100 sf) TS06 Shoring,3.0 m deep x 2.4 m max box,per 0580 $23.12 7.3 m(Shoring, 10'deepx8'max trench SCAFFOLDING,SHORING, [SSFW ] box,per 24') FALSEWORK Wood,50 mm x255 mm,per 30.5 m(Wood, 0605 $0.16 Model Code Rate 2"x 10",per 100 If) Metal form, 1.8 m x3.0 m,per 14.6 m 0310 $43.23 Wood,50 mm x305 mm,per 30.5 m(Wood, 0610 $0.20 (Metal form,6x10 box culvert,per 481f) 2"x 12",per 100 If) Metal form,2.4 m x3.7 m.per 15.2 m 0320 $47.91 Wood, 100mm xl00mm,per 30.5 m(Wood, 0615 $0.13 (Metal form,8x12 box culvert,per 50 It) 4"x4",per 100 If) Metal form,2.1 m x4.3 m.per 15.2 m 0330 $52.65 Wood, 100 mm x150 mm,per 30.5 m 0620 $0.19 (Metal form,7x14 box culvert,per 50 If) (Wood,4"x6",per 100 If) Metal form,type 25 barrier,per 3.0 m 0340 $2.63 Wood, 100 mm x205 mm,per 30.5 m 0625 $0.27 (Metal form,type 25 barrier,per 10 If) (Wood,4"x8",per 100 It) Metal form,type 26 barrier,per 3.0 m 0350 $2.78 Wood, 100 mm x305 mm,per 30.5 m 0630 $0.41 (Metal form,type 26 barrier,per 10 If) (Wood,4"x12",per 100 If) Metal form,type 27 barrier,per 3.0 m 0360 $2.40 Wood, 150 mm x305 mm,per 30.5 m 0635 $0.68 (Wood,6"x12",per 100 If) (Metal form,type 27 barrier,per 10 If) Metal form,type 50 barrier,per 3.0 m 0370 $2.59 Wood,150 mm x455 mm,per 30.5 m 0640 $1.09 (Metal form,type 50 barrier,per 10 If) (Wood 6"x18",per 1001f) Metal form, 1.8 m x 3.7 m girder panel,per 0380 $0.16 Wood,205 mm x405 mm,per 30.5 m 0645 $1.34 0.1 sm(6x12 girder panel,per sf) (Wood,8"x16",per 100 10 Wood,305 mm x455 mm,per 30.5 m 0650 $1.51 (Wood,8"x18",per 100 If) 21 Wood,305 mm x305 mm,per 30.5 m 0655 $1.31 PAVEMENT GRINDERS,TUNGSTEN- pGT-( (Wood, 12'x12",per 100 If) CARBIDE BITS [ I Wood form,type 27 barrier,per 2.4 m 0660 $0.28 (Wood form,type 27 barrier,per 8 If) DELAY FACTOR= 0.12 OVERTIME FACTOR= 0.90 Wide flange beam,all depths,per 45 kg 0670 $0.04 Includes water(but not water truck or trailer),coolant,cutting compounds and (Wide flange beam,all depths,per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below. TANK [TANK] BARBER-GREENE [ B-G ] Model Code Rate Model Code Rate Tank,metal.0-2270 liters(0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank,metal,2270-4540 liters(600-1200 0720 $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30 Tank,metal,4540-9840 liters(1200-2600 0730 $2.49 RX-50 0115 $367.37 gal) Tank,metal,22 710 liters(6000 gallons) 0740 $5.01 RX-80B 0120 $609.53 Tank,metal,28 390 liters(7500 gallons) 0750 $6.29 CATERPILLAR [ CAT 1 Tank • 6.66 Model Code Rate Tank,metal,37 850 liters(10000 gallons) 0770 $7.39 PM-800 0200 $476.22 TRA TS08 PR-105 0201 $83.67 Model Code Rate PR-275 0205 $228.09 Crash cushion barrel,filled,each 0810 $1.21 PR-450 0210 $332.09 K-rail,temporary concrete barrier,per 6.1 0820 $0.48 PR-750 0215 $483.50 m(20 If) PR-750B 0216 $507.69 PR-1000 0220 $664.50 PAVEMENT GRINDERS,DIAMOND [ PGDIA I BLADES C.M.I. [ CMI ] DELAY FACTOR= 0.09 OVERTIME FACTOR= 0.92 Model Code Rate Includes water(but not water truck or trailer),coolant,cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 0155 $275.53 listed below. PR-450 0160 $315.56 CONCUT [CCUT ] PR-525 0165 $338.74 Model Code Rate PR-500FL 0170 $371.87 BC-38(136 blades) 0500 $174.43 PR-750 0175 $466.27 BC-244(187 blades) 0505 $216.60 PR_800_7 0177 $510.03 BC-1268(48 blades) 0510 $67.40 PR-1000 0180 $563.40 CUSHION CUT [CUCT 1 INGERSOLL-RAND [ I-R ] Model Code Rate Model Code Rate HG-130A(127 blades) 0600 $167.98 MW-175 0280 $94.99 PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95 PENHALL [PENH ] MW-250C 0286 $124.10 Model Code Rate MT-6520(crawler) 0300 $306.81 G-38(172 blades) 0800 $329.49 MW-6520 0305 $221.98 MW-6520HC 0310 $283.42 TARGET [TARG 1 MT-7000 0315 $387.58 Model Code Rate CG-65(41 blades) 0900 $104.05 PRM-3804(170 blades) 0905 $362.37 22 AZO1 Unique ID: rjnatNKGgL EquipmentWatch .. Custom Rates TO: Joey Harnden City of Renton FROM: Imani Brimah Date: 08/09/22 As per your request, EquipmentWatch has calculated the Custom Blue Book Rates for the following equipment. The outlined Custom Blue Book rate is as follows: Zanitas Road Hog; Acquisition Cost: $115,800.00 Ownership Rates Operating Rate FHWA Rate Standby Rate Idling Rate Monthly Weekly Daily Hourly Hourly Hourly Hourly Hourly $7,398.22 $2,071.50 $517.88 $77.68 $49.43 $91.47 $29.56 $78.18 EquipmentWatch.. The above rates are based on standard Blue Book methodology and calculations using an acquisition cost and survey data. No adjustment for age is necessary as the above rates are indexed to the acquisition cost. The above rates used the following standards: Location Adjustment: Renton,Washington Time Period: Third Quarter 2022 (July 1st- September 30th, 2022) If we can be of further assistance please don't hesitate to call us at 800-669-3282. Sincerely, Imani Brimah Sales Engineer EquipmentWatch j. Y DEPARTMENT OF PUBLIC WORKS ,,f Transportation Division 11055 South..Grady,,Way,5th Floor I Renton;WA 98057 I:-425-430-7380 Website:rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP)MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR:REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS.BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm,corporation,or other public/private agency to prepare,a traffic control plan (TCP)and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. • 1. Fill out the Traffic'Control Plan (TCP)Application form.and prepare required submittal dotuments. 2. The following items are all required:for'submittal of the TCP Application: ❑ Electronic Copy of the TCP Application 0 Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which.shall: • Include,maps) shoWingthe location of the project and Work-area. • Be.legible lettering and clear, contrasting,symbols.of viewing or printing. • Must indicate street names, and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours, o. Non-work plan.-show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence.and each construction phase change.even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control'Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line "TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave. NE and 10th St. Work bate: From 8/15/22 • To 8/1 9/22 Work Tirne:Start 7am End 5pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0991 Business Address: 2207 Inter Ave Suite A city/state: Puyallup, WA Zip:. 98372 Description of Work: Paving Approval By: r3t4cv:CovFrw Date: 7/27/22 Transportation Engineering Note:The Applicant is,responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 I Published:10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic.Control Plan(TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities,shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121)twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency, including public transit,to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same,arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name,address, and telephone number at a conspicuous place on the vehicle or equipment. • • , Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. ?�' Page 2 of 3 I Published:10/27/2021 • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two(72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop(3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. 7/22/2022 App ' is Signature Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. (;) Page 3 of 3 I Published: 10/27/2021 7r2222.11:58 AM ooegl•MAP. 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N RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS,URBAN ARTERw.S, 2S/3o MPIi ,t(� ( R17a Slav �-,� 2, Two Flashing Waming Lights(type A per MUTCD)may be used to RESIDENTIAL S BUSINESS DISTRICTS ROAR mark each barricade at night URBAN STREETS 25 MPH OR LESS 10B a(2) ROAD ® WILL BE R++-/501 m ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED GTHERYNSE CLOSED Q s -CLOSED BM/ 3, Trail Blazers shall be Installed throughout the detour,as appropriate. BMA-RAM um as 4. Signing shown for the one direction only. g (1)A LLSIGN SPACING MAY BE ADJUSTED TO ACMMODATE x YJ20.3 AT-0RADE INTERSECTIONS AND ORIYEWAYB.CO I 2 5. Coordinate with emergency services. (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT JI ROM ROADWAY COMMONS.. ROAD 5. For signs size refer to Manual on Uniform Traffic Control Devices AHEM (MUTCD)end WSDOT Sign Fabrication Manual M55-05. 103-1 !NORTH x ROAD D3-+01 MAIN sr. x s CLOSED vnoa Ra"Y3 R11� ROAD CLOSED' ROAD CLOSED Mod [DETOURI AIffAO )IX MILES AHEM OR TO ® LOCAL TRAFFIC ONLY MU TRAFFIC M83 f ® 1 , 01 J. -f DETOUR 1.14-1a ‘,,,,,,,,,,S 4 07'/ ,Tom. FOR LOCAL AGENCY USE ONLY a 1NORTHf1 NOT FOR USE ON STATE ROUTES —�MAIN sT. 03-101 S a D 'DETOUR 14ae �po�Roe .T%1,1,......,OA 11ii taw ♦� MS-IL .' s I. Gn 5 z NORTH M31 E tt 1 g MAIN sr. IX*tot �� Eel �0 5335 O eo @ k�s a DEtDUR Mai A4,,, 015TE4�G1'' Aril /ANAL S E M LEGEND x IAll M5-1 vao-2 L�si�p5p DETOUR 12 FIRES AUGUST 9,20071 IWO N SIGN LOCATION a -- ® BARRICADE-TYPE 3R AHEAD ROAD CLOSURE ® BARRICADE-TYPE3L x vaoa WITH OFF-SITE DETOUR ROAD STANDARD PLAN K-10.40.00 a I CLOSED SHEET I OF I SHEET AHEAD APPROVED FOR PUBLICATION . Ken L Smith 02-15-07 EMIT KB=OM= Wilt ______IN___-_ a%i WaahN0on Eras OernnmwaelTmuauMbn Nam'' 0,2,0$ - TCP & DEPARTMENT OF PUBLIC WORKS Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-.430-7380 Website: rentonwa.gov ^ F,;p TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN(TCP)MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of.Renton requires any contractor,firm, corporation,or other public/private agency to prepare a traffic control plan(TCP)and obtain city's approval of that plan when construction, repair,or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which shall: ■ Include maps) showing the location of the project and work area. • Be legible lettering and clear, contrasting,symbols of viewing or printing. • Must indicate street names, and north arrow and scale. • Types of plans required: o Work hour plan—show ail mobility impacts during construction hours,, • o Non-work plan-show all mobility impacts after work hours when limited or no work is- happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen.Safety Council. 3. Submit Application via email to TCPOrentonwa.gov with the subject:line "TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave NE and 10th $t. Work Date: From 8/8/22 To 8/12/22 Work Time:Start 7am End 5pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0991 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip:.98372 • Description of Work: Grading Approval By: Date: 7l27/2r2, Transportation.Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 I Published:10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities,shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121)twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops,a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions, and judgments,including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid,including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle,equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address,and telephone number at a conspicuous place on the vehicle or equipment. , Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Arn �.r Page 2 of 3 I Published:10/27/2021 • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two(72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop(3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. C Moat 7/22/2022 Appl nt's Signature Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Ch) Page 3 of 3 I Published: 10/27/2021 • • 7/22l2l.11:68 AM Goo. G/aSld Go gle Maps k p° c ..t NE tIM Si Nf 11MA Nf nth. AD g N JC Co• n I Highlands Best Care II 9 NE„,as QOlganic Furniture QNOZM Pool 3 ® iml:ane�rme Honeydew m Q`ucde Sege* Golden Years Afh Pnota¢aphy And Stylin. Q n $3 Coe Bookkv WnE t0lnq Alt.'. O 3 9THE MISSION CHURCH epin9 NEINEN METO.p Ait...k Services i NE 10M PI ' 9 e Wulf Repair Admiral No N m QMeniltleld Adult 1 Right, so o Fam!ty Hame IR 9 g Turn Renton table Church NE,Mn s1 < V® ® n O 3 XE tn. �1. O•. 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A e"`` i I Order Over$60 w,y 3 Q I T • QDuldoorLiving m vEla,ey Dew m Tile Chuch pl Q NE an PI Iemertlary School "' cJesad CNisl of Caller.. r ~f Haney Daw d Chrysalis Prpw.Nie n 1 amleuc remsQ 8 a.� k Ahern u Never Too Clean e .- EeM s1 Ta"keen Po ende0 �I'if-IOWNr ern.n XE ea.s1 NE nn sl HE nA CI t I Q !sA NE YU6 x,s,..,,sv S• S Nf IM q da.." i z :� Q Ot Veicello Neighborhood QJ D Landsc0Phg Q , Wallpapering i N 9 S Serenty Hmbor Masan Engineenrtg Go gle,PRO 1 T ^ A NE In 51 0 dull Family home0 f.1 A NE rUn YA`^ 4 no C/oSPA MapdnE02022 200 f1 AAi.4 LO<„N' yof h .0 UeSed De+.w ---> Detour Route A u t"t ntaa.,wl.w.google.wmm,aps/047.av10304.12z.15S522a.n: ❑ Work Zone 1rz i SIGN SPACING=X(1) NOTES gj RURAL ROADS 45/55 MPH EDO a 1. Modify Regulatory Traffic Control Devices,as needed,for the 0 RURAL ROADS A URBAN ARTERIALS 35/40 MPH 3503 WORK AREA duration of the detour. RURAL ROADS,URBAN ARTERIALS, 25/30 MPH 200 3(2) R11.2 BAN / 2. Two Flashing blaming UghLs(type A per MUTCD)may be used to uW RESIDENTIAL a BUSINESS DISTRICTS P500 math each barricade at night URBAN STREETS 25 MPH OR LESS 100 3(2) ROAD l 1.'' r "f I WILL BE R11-1501 ti ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERw75E CLOSED SZ 4 / CLOSED env sse 3. Trail Blazers shall be Installed throughout the detour,ea appropriate. DM aN 4. Signing shown for the one direction only. g (1)ALL SIGN SPACING MAY BE AQIUSTED TO ACCOMMODATE 14 W203 AT-0RADE INTERSECTIONS AND DRNEWAYS I 5. Coordinate with emergency services. THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT II JI ROAD ROAowpv COMMONS.COMMONS. CLOSED 6. For signs she refer to Manual on Uniform Traffic Control Devices MEAD (MUTCD)and WSDOT Sign Fabrication Manual M55-05. M3.1 NORTH ROAD D3-101 MAIN Sr X I m CLOSED weoa BRAN11-4 RBAN , ROAD CLOSED ROAD CLOSE) M4D 'DETOUR' AHEAD SA MILES AHEAD OR TD ®I LOCALIRAFIC ONLY MU DWFFIC MS.n ® J q � DETOUR M41a \ ® �� 9wn,9.9 FOR LOCAL AGENCY USE ONLY a , rlNORTHk M3-1 NOT FOR USE ON STATE ROUTES MAIN SL II DS101 4E J.Tq� 11 � 5 '.1111 1 Maa ,vSTI. ai.A9 1°Ia9 > M&1L Z' 5�� T�2Cd a z NORTH 1 E i pill g MAIN ST.D3-101 ' r► nq 30 �oA q '�"sitis 6o F.°j dill 1 1 DETOUR M4� F.r d1 S L 6''G`� SIN 4 LEGEND >< �'1 MS1 '2 hill DETOUR M SIGN LOCATION 10 'EXPIRES AUGUST 9,20071 VONOR AHEAD ROAD CLOSURE ® BARRICADE-TYPE 3 R ® BARRICADE-TYPE 3L ,4 ROAD WITH OFF-SITE DETOUR ROAD STANDARD PLAN K-10.40-00 4 CLOSED SHEET 1 OF I SHEET AHEAD APPROVED FOR PUBLICATION Ken L.Smith 02-15-07 .1111. N� Z wn4sm w o Ron D,00rrveeiTmm�eea5en Atm.5 D 20A- rap DEPARTMENT OF PUBLIC WORKS ," c�r ''' Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-.430-7380 Website: rentonwa.gov t -r."( `,~' TRAFFIC CONTROL PLAN APPLICATION r'. Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP)MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,,firm,corporation,or other public/private.agency to prepare a traffic control plan (TCP);and obtain city's approval of that'plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form.and prepare required submittal,documents. 2. The following items are all required:for submittal of the TCP Application: ❑ Electronic Copy Of theTCP Application O Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which shall: ■ Include map(s) s.hc*ing'the location Of the project and work area. • Be legible lettering and clear,contrasting,symbols of viewing or printing. ■ Must indicate street names, and north arrow and scale. ■ Types'of plans required: o Work hour plan—show all mobility impacts'during construction hours, o. Non-work plan-show all mobility impacts after work hours when limited or no work is happening in,the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction'phase change even if the traffic control is not.modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shull conform to the Washington State Traffic Control Flagger Certification.handbook, by the Evergreen,Safety Council. 3. 'Submit Application via email to TCP@rentonwa.Pov with the subject line"TCP Application_,[Project Name]." Project Name: Duvall Ave NE Permit4t: CAG-20-065 Site Address: Duvall Ave.NE and 10th St. Work Date: From 8/3/22 To 8/5/22 Work Time:Start 7am End 5pm Construction company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright , Phone/Cell: 360-701-0991 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip:..98372 Description of Work: Hydrant and wall installation' Approval By: Cpvfa. Date: 726/22 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,,whether or not described in this document. Page 1 of 3 I Published:10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities,shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121)twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not-in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions,and judgments,including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid,including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address,and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. 0 Page 2 of 3 I Published:10/27/2021 • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two(72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. • 9, 7/22/2022 Ap ��nt's Signature Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 3 of 3 I Published: 10/27/2021 7122J22,11:58 AM Golopy M.P. Itt/0 • fir-• Sdr Glosrd Go gle Maps 4/+tom NEllmsc A O[. N Jccpn: NE 11MA NE lid,. 3 'i3 Highlands Best Cam 119 NE oOS DOtgank Fwniture _ QHnien Pool a S fumm�wanoe Honeydew S QNicde Soper m 3 i„ Golden Years Mk 6 Photography Ard Siykn 0 n pt....AI ©THE MISSION CHURCH Coe9ookkeepirg 4 IOr PI NEWOPI V Services 9 5 NE 1Mhp �1a{... d NE 1bh PI e S wolf Repair Admvm No a in NeMlnenl Adult I Right• to o tp Family Home li 11 No ion,5l Turn Ua 9 Renton Bible Church 8 3 ME 10. Q NE,jprB NE lUn 51 NE 1.n 91 n O _^ VV D m g O a8 No Left I wccpnwpebpn j Remodel and Repair El ,p� IltP T m • 9 • Helpr i.•s rood_. q��j NE100 S1 Me101hS NE101n51 m Marlin Luther Kira Jr ME 91n% Memorial Baptist Church - Nr 9th W NE9:n GI N E A"E9in P Ti V 9 / ..•• f NE9w51 NE9w5 DS Pro Deck;. Resi(oom NE91h.} NE91h S1 Fence S,00.j'� Z Resla.ani Websile • ,n wmn:a •• �—.. ® I © •( art i Dcsl¢1 Now . \. i Next Door Church I v NE em ei c'e Shipping for A E ; Order Oyer$50 w en9Pr wanis k 'a 1 i A v ,y cw+ce 3 n voutdoor Living Honey Dew rrre enpral or NE Whin T �_��"� ©Elemonlary School w VJesus Chnxt of latter_ Haney Dew S Chrysalis Propeitie Ainleti<Fields 8 ; Adam Lin OOj NE ama A Eil Never Too Clean9 a ��.� 9$fEkwsl Taskeer i_-.-Hoo 8 NE atn 51 N[kNA '� NE ldt Ct j y T E. RR'' "_'NErt14 W 1 O NE Nett NErmgQ � Qe+sv.e S Neighborhood n 9J.D Landscaping Wallpapering Fut S Vercello Neighborhood Serenity Herb. Tuazon Engineering GOn`C]ICIP�v ^ 9 ii ...EMS. Adult Femity Home 0 m HE IN Pt i 4 to 22(IOseA Map Me 288 E A W c.4 [9aro1 Nt or l+ sr UoSed a<+.w —5 Detour Route A MrpsiM9000.nele.ammlaprOal.a98oaoe:122.15e522e.11z u<'+L Work Zone la 1 '' ' NOTES zI0 SION SPACING=X(1) G RURAL ROADS 45/EE MPH EDP 3 1. Modify Regulatory Traffic Control Devices,as needed,for the E RURAL ROADSEURBAN ARTERIALS 35/40 MPH 350'sWORK AREA// duration of the detour.% RURAL ROADS,URBAN ARTERIALS, 28/30 MPH 200 s(2) R11-2 BIND - 2. Two Flashing Warning Lights(type A per MUTCD)may be used to RESIDENTIAL A BUSINESS DISTRICTS ROAD mark each bartlMde at night. URBAN STREETS 25 MPH OR LESS 100 s CO) ROAD ® WILL BE R11-1501 g ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE CLOSED SZ 2 Y ICLOSED BM 3. hall Blazers shall be Installed throughout the detour,as appropriate. i (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE Tu aR 4. Signing shown for the one dlmNon only. AT.ORADE INTERSECTIONS AND DRIVEWAYS. x WETS .3 Coordinate with emergency services. (2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 4 ROADWAY 000wmONB CLOSED 8. For signs size refer to Manual on Uniform Traffic Control DENIMS AHEAD (MUTCD)and WSDOT Sign Fabrication Manual M55-05. MS-1 NORTH xROAD ( , D3-101 MAIN ST. X 3 2 CLOSED 03 , RBA'f RCR' W2 ROAD CLOSED ROAD Man Ma8 !DETOUR' AHEAD X)(NILES AHEAD OR TO ®[ LOCALTRAITIC ONLY IHRU TRAFFIC N16,3 DETOUR MI-ta p \ ` if";-: MOO. FOR LOCAL AGENCY USE ONLY 2 N 'NORTH" M34 NOT FOR USE ON STATE ROUTES Jf l MAIN ST.O n3-101 gg£TRH a®f9 II DETOUR Na.9 �'1ovnsaR'S/ 1S"g1 mo' . .�� rears z`" n P 4 S NORTH �1 F ° I�' I89p8 ._ .os-1M ':f�.'. ¢ gY s pDElOUR� Mae ''-„ssars3TBA��4. $1 �� SIGNAL LEGEND f x Ms-/ '^ 2 [ DETOUR 0 SIGN LOCATION 2 'EXPIRES AUGUST 9,20071 NSI; ® BARRICADE-TYPE3R AHEAD ROAD CLOSURE ® BARRICADE-TYPE3L x uvzo3 WITH OFF-SITE DETOUR ROAD STANDARD PLAN K-I0.40-00 II r CLOSED SHEET 1 OF I SHEET AHEAD APPROVED FOR PUBLICATION Ken L.Smith 02-15-07 MIL RUM MOW= ENIC T wvhdpm Rol o-pm®wtl e7 Duupdksen a EquipmentWatch. ,vies to- ,401 -,e5g4extvott FA- atv'ef www.eguipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book,Usage Report(Monthly) June 1,2022 Name:Duvall 6-1-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book® Adjustments ID Equipment Size Manufacturer Model Year Serial Number Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Hourtp Cost Rate BH01 Tractor- 14'to Deere 310SG 2002 T0310SG916150 Drive:2WD,Operator USD USD USD USD 2022• 96.53% 100% 100% USD 1 USD Loader- Under Protecu0n:ROPS/FOPS $26.44 $33.66 $14.01 $43.62 04-01 Washington: $60.10 $60.10 Backhoes 15' ,Power Mode:Diesel 104.8% BH02 Tractor- 15'to Deere 410L 2020 Power Mode:Diesel USD USD USD USD 2022- 99.89% 100% 100% USD 1 USD Loader- Under $48.03 $42.98 $25.46 $70.60 04-01 Washington: $91.01 $91.01 Backhoes 16' 104.8% CR03 Single Drum 8.0- Sakai SV510D-II 2005 20128 Drum Type:Smooth, USD USD USD USD 2022- 98.07% 100% 100% USD 1 USD Vibratory 11.9 Dram Width:84.0, $43.99 $71.25 $30.35 $61.49 04-01 Washington: $115.24 $115.24 Compactors MTons Power Mode:Diesel 103.2% DZ02 Standard 75- Deere 550H LT 2004 70550HX927184 Dozer Type:PAT, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Crawler 84 HP Operator $40.21 $36.20 $19.30 $51.25 04-01 Washington: $76.41 $76.41 Dozers Protection:ROPS, 104.7% Power Mode:Diesel EX02 Crawler 5.1- Kubota KX161.2 2006 31388 Operating Weight:5.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Mounted 6.0 Operator $31.41 $28.72 $19.16 $40.25 04-01 Washington: $60.13 $60.13 Compact MTons Protec8on:ROPSIFOPS 104.2% Excavators ,Power Mode:Diesel EX05 No data available for this model EX06 No data available far this model EX07 Crawler 21.1- Komatsu PC200LC-7 2003 201754 Operating Weight:21.1, USD USD USD USD 2022- 98,89% 100% 100% USD 1 USD Mounted 24.0 Power Mode:Diesel $62.54 $51.39 $35.02 $76.62 04-01 Washington: $113.93 $113.93 Hydraulic MTons 105.3% Excavators EX08 Crawler 12.1- Deere 120C 2006 FF1200036416 Operating Weight:13.1, USD USD USD USD 2022- 96.28% 100% 100% USD 1 USD Mounted 14.0 Power Mode:Diesel $48.07 $39.20 $26.92 $58.29 04-01 Washington: $87.27 $87.27 Hydraulic MTons 105.3% Excavators EX09 Crawler 24.1- Komatsu PC238USLC-2022 8373 Operating USD USD USD USD 2022- • 100% 100% 100% USD 1 USD Mounted 28.0 11 Weight:54230.0, $79.93 $54.47 $44.76 $96.12 04-01 Washington: $134.40 $134.40 Hydraulic MTons Power Mode:Diesel 105.3% Excavators FB01 No data available for this model FT01 No data available for this model FT02 No data available for this model FT03 No data available for this model FT04 No data available for this model GR01 Articulated 145- Caterpillar 140G 72V11219 Moldboard Size:12.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Frame 169 Operator $46.47 $59.15 $25.56 $75.73 04-01 Washington: $105.62 $105.62 Graders HP Protecti0n:EROPS, 105.2% Power Mode:Diesel SS- No data available for this model 614 SS- No data available for this model 811 WL01 No data available for this model WL02 4-Wd 135- Komatsu WA270-3 2002 83622 Bucket Capaciry:2.8, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Articulated 149 Horsepower:141.0, $29.03 $31.23 $19.16 $41.18 04-01 Washington: $60.26 $60.26 Wheel HP Operator 104.5% Loaders Protecdon:ROPS, Power Mode:Diesel Total: USD $904.37 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JOEY HARNDEN(jharnden@rentonwa.gov) All material herein 0 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 EquipmentWatch_ www.equipmenlwatch.com All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) June 21,2022 Name:Duvall 6-21-22 Notes:None so far... Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment:- Operating Adjustment- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book© Adjustments ID Equipment Size Manufacturer Model Year Serial Number Configuration/Notes Ownership Operating Standby (ding Revision Region Age Ownership Operating FHWA Hours Taal Type Class Hourly Cost Rate COMPO1 No data available to,this model CRo1 Lgp Crawler 190- Caterpillar D7R DSLGP Dozer Type:Soaigltt. USD USD USD USD 2022- 100% 100% 100% USD 1 USD Dozers 259 Operator $10695 $100.36 $60.26 $14663 04-01 Washington $207.31 $20731 HP Protection EROPS. 105.3% Power Mode Diesel D1716 No data available for this model DT716T Lowboy All Miscellaneous 4 AXLE 4TIRE 1999 1S9CA5445XL189112 Power Made Manual USD USD USD USD 2022- • 9564% 100% 100% USD 1 USD Trailers 40' $30,88 $8.g8 $25.01 $30.88 04-01 Washington. $3986 $39.86 1012% 0T731 No data available fa this model DP31T Lowboy All Miscellaneous 4 AXLE 4 TIRE 2000 1S9CA5444YL189165 Power MadeManual USD USD USD USD 2022- 95.9% 100% 100% USD 1 USD Trailers 40' $3096 $898 $2508 $3096 04-01 Washington' $3994 $3994 101 2% DP47 No data available for this model DT747r Pognill All Miscellaneous 3HOT ASPHALT 2001159C54421L189212 Ad[ltive System:3 Hot USD USD USD USD 2022- 68.11% 100% 100% USD 1 USD Plant ADD Asphalt,Power $1004 $6.98 $643 $1004 04-01 Washington- $1702 $1702 Accessories Mode'Electric. 102.6% Required Horsepaver.10 0 EX01 Crawler 5.1- Kubota KX057-4 2019 29188 Operating Weighr5.5. USD USD USD USD 2022- 99.9% 100% 100% USD 1 USD Mounted 60 Operator $35.58 $27,34 $21.70 $15.68 04-01 Washington' $62.92 $6292 Compact MTms Protectioe.ROPS/FOPS 104.2% Excavators ,Power Mode Diesel HPOS No data available fa this model HP09 Hydraulic 10,000 Abed 905E 2003 1450 Power Mode.Hydraulic USD USD USD USD 2022- 100% 100% 100% USD 1 USD Impact - $9373 $4544 $4874 $9373 04-01 Washington $13917 $13917 Breakers 11,999 1064% ft-lb SWO1 Self All Lay-Ma SWEEPMASTER 2015 SM30036307 9roan Length 72. USD USD USD USD 2022- • 9909% 100% 100% USD 1 USD Propelled 300 Horsepower:248. $24.18 $20.90 $1064 $28.89 04-01 Washington $4508 $45.08 Pavement Power Mode:Diesel, 105 9% Brooms Transmission Hydraulic Total: USD 5555130 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JOEY HARN DEN(jharnden@rentonwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 rREED NM> fed Dew 41- TRUCKING 6 EXCAVATING To Whom It May Concern, We will be adopting the traffic control plans shown in the contract plans. Please see the attached plans along with the application for the Traffic Control Plans. Thank you, Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup, WA 98372 DEPARTMENT OF PUBLIC WORKS 4 a Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-430-7380 Website: rentonwa.gov ry TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which shall: • Include map(s) showing the location of the project and work area. • Be legible lettering and clear, contrasting, symbols of viewing or printing. • Must indicate street names,and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan-show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line "TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit it: CAG-20-065 Site Address: Duvall Ave NE Renton, WA Work Date: From May 5, 2022 To Sept. 30,2022 Work Time:Start 7.00am End 5:00pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0991 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip: 98372 Description of Work: Rebuild Road Approval By: E 3.4 Date: 05/05/2022 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 I Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121) twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. ; Page 2 of 3 Published: 10/27/2021 • In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. jG a - 4/29/2022 A cant's Signat e Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. ® Page 3 of 3 i Published: 10/27/2021 SIGN SPACING =X TRAFFIC CONTROL PLAN FREEWAYS A EXPRESSWAYS 55/]0 MPH RENTON,WA RURAL HIGHWAYS 60/55 MPH SORE As discussed during Weekly Construction Meeting on 5/3/2022 NT RURAL ROADS 45/(5 MPH Sou': roadway will not be closed at NE 12th St. RURAL ROADS&URBAN ARTERIALS 25(4C MPH 200't W-Rev)."-Rev)."E RURAL ROADS ORGAN ARTERIALS 25 t'.0 MPH 200'E(21 -Rev)." RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1000(21 S 11)ALL SPACING r MAY INTERSECTIONS ACCOMMODATE INTERCHANGERAMPS ND DRIVEWAYS NOT TO SCALE (D THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. II Il II t 1. _ l l�i METRO STOP 0010 TRAFFIC CONTROL SHOWN ON THIS SHEET SHALL UNAFFECTED I: 1 __._t:.--------"-‘ _.-•:7, REMAIN IN PLACE UNTIL COMPLETION OF PHASE 5 / "s / / J e 30"x 24" / / / _ Oil (4 DETOUR / t� I ., I I M4-9B x 24' N�0.15 e��o // 4 / . / / �I I I .,x 24' DETOUR/ I 30"x24" �� / / I I 1 R / / a"x 24'/ M4-96 DETOUR\ M4 / / I I M4- N14-9B / / / / M4 DETOUR 1 I / 4-9c I f \ON / / SIDEWALK - I I ' / CLOSED POSTED : "--- AHEAD I I SPEED / / S ( AT NE 12TH ST LIMIT / � IfIVI .o� 30" za (CUSTOM) I I 1 5) / ` DETOUR / 5 / / V —► 30"x24' 1 1 M4-96 j CO'x48" -DETOUR I 4 H ROIDgLO nlRur M4-9B I I � _,�'; ,, 24'x 36' Albertsons 4621 NE Sunset Blvd ,f l,' Alt" Renton,WA 98059 1. M4}10L I AL I I Z y I a Spotters required z `( during Work Hours 5-139 a I I > at NE 12th Street a I I c for pedestrians,re- f= gardless of cross- 24'x o I N I walk closure LO ss-2 a I I NLY Crosswalk and I 36"x 24" 30"x 24' NW corner CROSSWALK R5-133 sidewalk closure I I CLOSED —DETOUR R9-3XC M4-9B 24'x IB' - 24"x 36' 24'x 36" I NaDrux 30"x 24" 36"x 24" . CLOSED DETOUR LOSED / \ SIDEWALK • I 1 FOR THIS!Ili OUSTCPS AHEAD M4-96 nxEADI R9-9 III 4 o '5-133 \ R9-11 R9-11 el. r 1 r ,J\ •x 24" NE 12 ST J. + UR1 48'x ROADD Z ��CLO �/ M4- SIDEWALK ON SOUTH SIDE > 44, /ki I I OFNEI2ST ENDS HERE a I "IS POSTED + SPEED Lu LIMIT 1R3- LEGENDLIM 20 . . . WORK AREA DEAD END I I I 28"REFL.CONE I tl SIGN LOCATION WHEN I I CHILDREN f— EXISTING TRAFFIC FLOW PRESENT III 111 A'AHEM ADVANCE WARNING SIGNS SPACED A(x)OR AS PER Pedestrian Detour Route SITE CONDITIONS. REFER TO SIGN SPACING CHART. REED C TRUCKING 8 EXCAVATING GENERAL NOTES: CONTRACTOR Reed Trucking&Excavating Inc. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SUPERVISOR JOB NUMBER 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND Dustin Wright 152 DATES(MANDATORY). PHONE NUMBER(once) PROJECT LOCATION 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD PMAIWnI111i VRNHCCOWRY. 360-701.0997 Puyallup,WA SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE CONDITIONS.. 1 5/26/21 4. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. "„M1 I PREPARED BY PHONED 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Z1912 21 do Chris Grose 253-258-1419 M; INTERSECTIONS AND/OR DRIVEWAYS. .Jud.I Gal.o E-MAIL DfJA�°' - Chris@trefficcontrolplan.net N'ms o n - roe ,ter 4/2- REED TRUCKING 6 EXCAVATING To Whom It May Concern, We will be adopting the traffic control plans shown in the contract plans. Please see the attached plans along with the application for the Traffic Control Plans. Thank you, /tfaa-Le: Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup,WA 98372 DEPARTMENT OF PUBLIC WORKS Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-430-7380 ', Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which shall: • Include map(s) showing the location of the project and work area. • Be legible lettering and clear, contrasting, symbols of viewing or printing. • Must indicate street names,and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan-show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line"TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: DuvallAve NE Work Date: From 4/1/22 To 4/30/22 Work Time:Start 7:00am End 4:00pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0997 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip: 98372 Description of Work: Rebuild Road Approval By: E8e4" Date: 04/04/2022 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 I Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121) twenty-four (24) hours before any street or lane closures. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name,address, and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 2 of 3 Published: 10/27/2021 • In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. u�Qt-- 04/01/2022 Appl is Signature Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. � Page 3 of 3 I Published: 10/27/2021 . a 1 • MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) SIGN SPACING =X(1) CHANNELIZATI NGONe DEVICESPA BUFFER DATA —LANE Posted Speed(mph) FREEWAYS&IXPRESS`WAYS 55 300 MPH 15308 MPH TAPER TANGENT LONGITUDINAL BUFFER SPACE=B WIDTHRURAL HIGHWAYS 60/65 MPH Mee SO/70 40 80 (Ice)) 25 30 35 40 a5 50 55 60 65 20 RURAL ROADS 45/55 MPH SOOT 35145 30 60 SPEED(MPH) 25 30 35 40 45 1 50 55 •60 65 TO 10 105 150 205 270 450 500 530 RURAL ROADS&URBAN ARTERIALS 35 I40 MPH I50t TILED 20 40 LENGTH(leas) 155 300 250 305 360 425 495 520 645 730 11 IIS 165 225 295 a95 550 605 660 RURAL ROADS&URBAN ARTERIALS 25/30 MPH 2001(21 RESIDENTIAL&BUSINESS DISTRICTS TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R 12 125 tee 2.5 320 540 600 660 720 TPo 640 URBAN STREETS 25 MPH OR LESS IOO,(21 HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE 9.900 TO T2,000 IM ;tiff MINIMUM SHOULDER TAPER LENGTH=U3(feel) RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS <45 MPH 45.53 MPH >53 MPH <45 MPH 45.55 MPH >55 MPH (1)THIS SPACING REDUCED IN URBAN AREAS TO FIT SHOULDER Posted Speed(mph) MTH p ( p 1 — _ROADWAYCONDITIONS __- __ _ _ ,00 1D3' 172 I 74. lOD' 150 (fee)) 25 30 35 40 a5 50 55 60 65 TO B 40 40 60 90 120 IOU 150 160 170 190 10 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN B. Duvall Ave NE ` PCMS ___ ®® B "3— ® ®TE N 0 ® '�® I _ _ ®d®® ® D��M�Ie jORK A ®E O RIGHT LANE 1 M19LE N le p e s:�= --/ �_� CLOSURE ANEAD Ul BE ®' 20 NEC 20 SEC NOTE a A X X L B R FIELD LOCATE 1 NIB 2IN ADVANCE OF LANE CLOSURE SIGNING. ROAD ' WORK AHEAD I 1111: ;', 48° ;48• W20.1 W4.2(L)48 NOTES RIGHT LANE 1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. CLOSED LEGEND AHEAD 2.EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER. R CI TEMPORARY SIGN LOCATION 3.DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. W20.50 4.USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(FT) 0 TRAFFIC SAFETY DRUM (RECOMMENDED). �(�C' SEQUENTIAL ARROW SIGN SINGLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS 5.20 FTj SPACING FOR THE DOWNSTREAM TAPER SHALL BE Wf I T7 TRANSPORTABLE ATTENUATOR IPCMSI PORTABLE CHANGEABLE MESSAGE SIGN 6.ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE FILE NAME S trIesi,II Pa 514SNManal20Yn 5mal U6f4ny02-PSL Work In PmSma.IFamVTC1.TC.111 eolfer DAM COS mdaeeme=ET03.058 PIM 1 •`"'a FEDAID PROJ.NO. AEI IL� N..m= DATE 1/30018 1mY n WAS, v71 TC3 OLOITEDESIGNED ere BY ....3.3. Washington State —, ChEGNED BY .....Pb .+r m°o Department of Transport4Bon = PRO.I.MICR. 3.—,,—. wr TRAFFIC CONTROL PLAN ..aN IO REGNAL ADC. REVISION DATE BY .30.33.03 NAAS o t6- Th i-ei FA ReciES, Submittal 16 Totem Electric FA Rates IBEW Local #46 Highway Electrician Wages Effective 08/02/21 through 02/06/2022 (Next L&I and State Unemployment Rate Changes 1/1/22) Journeyman Hourly Rate $ 62.27 62.27 65.38 68.50 74.72 Fringe Benefits Health &Welfare per hour 10.20 SUBMITTAL REVIEW •20 Local Pension per hour 10.38 .38 Annuity-401K per hour 2.25 No Exceptions Taken .25 Apprentice Training per hour 0.83 X Make Corrections Noted .83 Amend &Resubmit National Employee Benefit Fund 3.00% 1.87 Rejected-See Remarks 24 N.E.C.A./A.M.F. 1.00% 0.62 .75 IMPORTANT NOTICE:This review Substance Abuse Program per hour 0.10 does not relieve the Contractor from .10 L.M.C.0 per hour 0.10 responsibility to comply&conform .10, N.L.M.C.C. per hour 0.01 with the Plans, Specifications, and .01 Paid Sick Leave 1.56 Contract Documents. 87 Total Fringe Benefits 27.92 1W .73 Payroll Taxes Gray Sc Osborr>te.Inc.. Social Security& Medicare 7.65% 4.76 CONSULTING ENGINEERS 72 State Unemployment 4.88% 3.04 By: MB Date:3/30/22 65 Federal Unemployment 0.600% 0.37 .,.45 Labor and Industries(employer's portion) per hour 1.43415 1.43415 1.43415 1.43415 Family&Medical Leave(employer's share) per hour Total Payroll Taxes 9.61 10.02 10.43 11.24 Total Cost per Hour v 99.80 103.52 vI 107.24 114.69 Total Fringe Benefits and Payroll Taxes 37.53 38.13 38.74 39.97 Labor Burden Percentage 60.26% 58.32% 56.56% 53.50% t , Premium Portion of Time&One-Half Rates 31.14 32.69 34.25 37.36 Applicable Fringes and Payroll Taxes 5.33 5.60 5.87 6.40 Total Additional Cost per Hour 36.47 38.29 40.12 43.76 Labor Burden Percentage 17.13% 17.13% 17.13% 17.13% Total Cost per Hour 136.27 141.81 147.35 158.45 Premium Portion of Double Time Rates 62.27 65.38 68.50 74.72 Applicable Fringes and Payroll Taxes 10.67 11.20 11.73 12.80 Total Additional Cost per Hour 72.94 76.58 80.23 87.52 Labor Burden Percentage 17.13% 17.13% 17.13% 17.13% Total Cost per Hour 172.73 180.10 187.47 202.21 Holidays -New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Day after Thanksgiving Day, Christmas Day, Martin Luther King's Birthday 3/21/2022 IBEW Local #46 Highway Electrician - Apprentice Wages Effective 08/02/21 through 02/06/2022 (Next L&l and State Unemployment Rate Changes 1/1/22) ',,nig,. ' ., rK,it• `..;.Vr `..AV �, '�,zYFual Perfot3 a "a." , o 'Fou h^er}od y �F a o8' °�Sizth°pt �; ' gyg A , �Xr. �.` t�.. _.>..., a.; ,'?tt �..� �sC>`:01,Ob0,hrs •,OP -,Op�hrs . DO15A0 ts ,5,600 5:000 tlrs. .3;00��00�1� ;501)2A900hrs; Journeyman Hourly Rate $ 62.27 26.15 29.27 32.38 40.48 46.70 52.93 Fringe Benefits Health&Welfare per hour 10.20 10.20 10.20 10.20 10.20 10.20 Local Pension per hour 0.25 0.25 5.40 6.75 7.79 8.82 Annuity-401K per hour 0.25 0.25 1.17 1.46 1.69 1.91 Apprentice Training per hour 0.83 0.83 0.83 0.83 0.83 0.83 National Employee Benefit Fund 3.00% 0.78 0.88 0.97 1.21 1.40 1.59 N.E.C.A./A.M.F. 1.00% 0.26 0.29 0.32 0.40 0.47 0.53 Substance Abuse Program per hour 0.10 0.10 0.10 0.10 0.10 0.10 L.M.C.0 per hour 0.10 0.10 0.10 0.10 0.10 0.10 N.L.M.C.C. per hour 0.01 0.01 0.01 0.01 0.01 0.01 Paid Sick Leave 0.65 0.73 0.81 1.01 1.17 1.32 Total Fringe Benefits 13.44 13.64 19.91 22.08 23.76 25.41 Payroll Taxes Social Security&Medicare 7.65% 2.00 2.24 2.48 3.10 3.57 4.05 State Unemployment 4.88% 1.28 1.43 1.58 1.98 2.28 2.58 Federal Unemployment 0.600% 0.16 0.18 0.19 0.24 0.28 0.32 Labor and Industries(employer's portion) per hour 1.43415 1.43415 1.43415 1.43415 1.43415 1.43415 Family&Medical Leave(employer's share) per hour Total Payroll Taxes 4.87 5.28 5.68 6.75 7.56 8.38 Total Cost per Hour 44.46 48.19 57.98 69.31 78.02 J 86.73 Total Fringe Benefits and Payroll Taxes 18.31 18.92 25.60 28.83 31.32 33.80 Labor Burden Percentage 70.03% 64.65% 79.05% 71.22% 67.07% 63.85% ;T:At 3 me'$t ne.}HaffA, BS YsM = , ,t '-,7 " , Air' . . . rir7h `. > , .' Premium Portion of Time& One-Half Rates 13.08 14.64 16.19 20.24 23.35 26.47 Applicable Fringes and Payroll Taxes 2.24 2.51 2.77 3.47 4.00 4.53 Total Additional Cost per Hour 15.31 17.14 18.96 23.71 27.35 31.00 Labor Burden Percentage 17.13% 17.13% 17.13% 17.13% 17.13% 17.13% Total Cost •er Hour 59.78 65.34 76.94 93.02 105.37 117.72 . . irrui ,Aapt"� g ..,. ,^.,@1` „g?.. .14?q` {4.W � &c;.!6.xM 1`s-e.,0 n;:.gva ,;;S Premium Portion of Double Time Rates 26.15 29.27 32.38 40.48 46.70 52.93 Applicable Fringes and Payroll Taxes 4.48 5.01 5.55 6.93 8.00 9.07 Total Additional Cost per Hour 30.63 34.28 37.93 47.41 54.70 62.00 Labor Burden Percentage 17.13% 17.13% 17.13% 17.13% 17.13% 17.13% Total Cost per Hour 75.09 82.48 95.90 116.72 132.72 148.72 Holidays-New Year's Day, Memorial Day, Fourth of July,Labor Day,Thanksgiving Day, Day after Thanksgiving Day, Christmas Day,Martin Luther King's Birthday 3/21/2022 Locals #252 and #440 Laborers and Flaggers Wages Effective June 10, 2021 through May 31, 2022 1t i (Next L&l and Statet Unemployment Rate Changes 1/1/22) 4.�w"✓z`.";_ • mow. .a``"3'k¢�' `! r p• 6 o O ):-;,k",�. .w ��s�`p.«.T . *."*�.,� Fx4^ •. s t F*: ,t �� yy 0s - ,« s' .-� 'f,�'�+'�4�..df # �A i • s Base Hourly Rate 32.96 39.12 41.29 42.29 . 42.98 Fringe Benefits Health &Welfare per hour 7.20 7.20 7.20 7.20 7.20 Pension per hour 5.04 5.04 5.04 5.04 5.04 Apprentice Training per hour 0.95 0.95 0.95 0.95 0.95 W.C.I.S.A.P. (Drug Testing) per hour 0.06 0.06 0.06 0.06 0.06 N.W.L.E.C.E.T. per hour 0.14 0.14 0.14 0,14 0.14 Paid Sick Leave 0.82 0.98 1.03 1.06 1.07 Total Fringe Benefits 14.21 14.37 14.42 14.45 14.46 Payroll Taxes Social Security& Medicare 7.65% 2.52 2.99 3.16 3.24 3.29 State Unemployment 4.88% 1.61 1.91 2.01 2.06 2.10 Federal Unemployment 0.60% 0.20 0.23 0.25 0.25 0.26 Labor and Industries(employer's portion) per hour 1.67370 1.67370 1.67370 1.67370 1.67370 Family& Medical Leave(employer's share) per hour Total Payroll Taxes 6.00 6.81 7.10 7.23 7.32 / Total Cost per Hour `+ 53.17 60.30 V 62.81 63.97 64.76 Total Fringe Benefits and Payroll Taxes 20.21 21.18 21.52 21.68 21.78 Labor Burden Percentage 61.33% 54.14% 52.12% 51.26% 50.69% . iiii. .c.,,ii= n a + ii isn51*�.: r'" fir. ,t ;. ,..._ r n ,}r .,s ,. .. ,n Premium Portion of Time &One-Half Rates 16.48 19.56 20.65 21.15 21.49 Applicable Fringes and Payroll Taxes 2.16 2.57 2.71 2.78 2.82 Total Additional Cost per Hour 18.64 22.13 23.36 23.93 24.31 Labor Burden Percentage 13.11% 13.14% 13.13% 13.15% 13.12% Total Cost per Hour 71.81 82.43 86.17 87.89 89.07 0 .q k. ..C ' ";:'-lit. , „e s r ;f' r 1gr ,+ A 4.t,n„ 1 A w,A1 f %+�Lv a" r G :t; Premium Portion of Double Time Rates 32.96 39.12 41.29 42.29 42.98 Applicable Fringes and Payroll Taxes 4.33 5.14 5.42 5.55 5.64 Total Additional Cost per Hour 37.29 44.26 46.71 47.84 48.62 Labor Burden Percentage 13.14% 13.14% 13.13% 13.12% 13.12% Total Cost per Hour 90.46 104.56 109.52 111.81 113.38 Holidays - New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Day after Thanksgiving Day, Christmas Day 3/21/2022 Locals #302 Operators Wages Effective 06/01/20 through 05/31/21 (Next L&I and State Unemployment Rate Changes 1/1/22) King, Snohomish, Skagit and Whatcom counties `ipmf ?ff 3v wd.. Y*; a, '� x >+� cam{ K �acg t'fif.Fr - ^i ..T+r3 r s.?'y '" ;'' -s ;yt '` ,t{ %,._., ,: . i,, . r = tg.. .". i4 ,,Operators 1,4A. :�. to. erators 11 ; a fi , Pperators°lll Base Hourly Rate 51.15 50.50 49.92 Fringe Benefits Health &Welfare per hour 6.97 6.97 6.97 Pension per hour 13.65 13.65 13.65 Supplemental Pension per hour 2.00 2.00 2.00 Apprentice Training per hour 0.70 0.70 0.70 National Training Fund per hour 0.05 0.05 0.05 Paid Sick Leave 1.28 1.26 1.25 Total Fringe Benefits 24.65 24.63 24.62 Payroll Taxes Social Security&Medicare 7.65% 3.91 3.86 3.82 State Unemployment 4.88% 2.50 2.46 2.44 Federal Unemployment 0.60% 0.31 0.30 0.30 Labor and Industries (employer's portion) per hour 1.67370 1.67370 1.67370 Family& Medical Leave(employer's share) per hour Total Payroll Taxes 8.39 8.30 8.23 Total Cost per Hour 84.19 '/ 83.43 82.77 Total Fringe Benefits and Payroll Taxes 33.04 32.93 32.85 Labor Burden Percentage 64.59% 65.21% 65.80% .V ,A.,.""..�"`l^x '�5v Fi'� P ..� ax 5=`"w'�'�'.� ��:�"�d� � j:i��a.p� _� `'^.},�+. �,. a'�' 3 ^�"'>x,a° -.�5 ?"H.. 'a''>,.x . ,.<: ,. fitiAl$Vone alf atest .�� . .; 1.1 t"i , Premium Portion of Time& One-Half Rates 25.58 25.25 24.96 Applicable Fringes and Payroll Taxes 3.36 3.32 3.28 Total Additional Cost per Hour 28.93 28.57 28.24 Labor Burden Percentage 13.13% 13.13% 13.13% Total Cost per Hour 113.12 112.00 111.01 d. Premium Portion of Double Time Rates 51.15 50.50 49.92 Applicable Fringes and Payroll Taxes 6.72 6.63 6.55 Total Additional Cost per Hour 57.87 57.13 56.47 Labor Burden Percentage 13.13% 13.13% 13.13% Total Cost per Hour 142.05 140.56 139.24 Holidays -New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Day after Thanksgiving Day, Christmas Day, Martin Luther King's Birthday 3/21/2022 8�»» ,�� »» nH»» g„wMNs� „as»» »�»�»»°ssmana» paxoig »w ud w ;; 99 gk. a zzzzzzzzzzzzzzzzzzzzzzzzzzzzz WWW zz ze1 z WV/WI z rc 2ZZZTa a22222222222222222222222222222222 22 25 2222zF2 w 2 H 2222229 S rc Uu U EH q VPM mmc�3m m��m�m� � a c7 wwu�w w w w� w"�w wq A Io y RI,M1V. gxxgggggxxxg x. gxggx �gg55x$x$x `gxgg3 x- 5 �ama"a 1wwwwww w Swwgwwwwwwwwg $www1111 01181wa$ . wwIlwg "� < ¢z2222222222222522w22222222wwWW222W?.1wwawwww2.8,22E ga!2-22 144444444444444444444444444444444444 /1W 444 «rn t;i.s.tlNNt". 44444444444444444444444444444444444 44444 44418 a 1 M, s QMR§§ R444441414444144444444444144444414414 44444 44441 4 Mill 11144 0 lag ggriggiSSUESSE 3S3M3g air aabaasa3niaadaaaasas°aasaaag ��ru z JNIrvb1�JEo�uw�xc�w� �«n�:=„x=�rxgJ"x«�� oau�xrc„q x " ��x s ms ag �fi �a � ei �j m� g-r'2S$uiJEh8 M=,E122E6E62i2g2 gill sagE -silEing $ug$ Ma&a0`81i$4 Rim P LL y"II i W U g"I E'U w g`n g 6 W N' E"A ry n n z LL:LL'a LL PI Q 6 g p 2 2 E wow '1,w � zz$LLc'$ ne x �rc$; �uE 4 c+ ppi. 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Please see the attached plans along with the application for the Traffic Control Plans. Thank you, Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup,WA 98372 DEPARTMENT OF PUBLIC WORKS Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-430-7380 - 1 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm, corporation,or other public/private agency to prepare a traffic control plan (TCP)and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application O Electronic Copy of the TCP Layout,on 11"X 17" paper size format,which shall: • Include map(s) showing the location of the project and work area. • Be legible lettering and clear,contrasting, symbols of viewing or printing. • Must indicate street names,and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan-show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW),if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line"TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave NE Work Date: From 01/2022 To 11/2022 Work Time:Start 7:30am End 4:00pm construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0997 Business Address: 2207 Inter Ave Suite A City/State: Puyallup, WA Zip: 98372 Description of Work: Rebuild Road Approval By: E3e4„ *Approved as noted Date: 02/14/2022 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 ; Published:10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities,shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121) twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455)or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W.9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions, and judgments,including all costs of defense and attorney's fees incurred in defending against same,arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle,equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name,address, and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. � Page 2 of 3 Published: 10/27/2021 • In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. �a�gu�ct 02/14/2022 Ap cant's Signatufe Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 3 of 3 Published: 10/27/2021 P M LL'3C. -112 fb ,0.9.2 rt.etvW 21ay-<- 4-0 CYtk- i - \ MINIMUM LANE CLOSURE TAPER LENGTH = L(feet) SIGN SPACING =X (1) BUFFER DATA FROISW^'6 E 1094°00'O 6 is 70 AVH IsoDS LONGITUDINAL BUFFER SPACE =B\ 55®rw Pmw Speed(mph) CORAL HIGHWAYSsoIN AWN p. INtl 25 10 I 15 I .0 45 SO 55 6o M 70 KRAL ROADS .1 lOS✓N S002 SPEED(MPH) 25 10 35 40 45 50 55 160 65 70 20 105 no 305 170 450 Sm ]b MI.MADE I MICAN MTV.. 1,..1 SOH Vas - 1I Its 165 us as 495 no Ms MD AURAL ROADS 6 IAI•AN ARTIMILS .TI M mewmF(h LENGTH Opel) 555 200-250 305 360 .25 495 ;70 6A5 73L RE606HTAL a COSINESS OS1IKTS 12 125 1m 245 320 540 000 660 720 200 mo UMW/STREETS IS✓N DR LESS I.T*M TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R (h ALL 1VACFm MAY BE ADJUSTED TO ACCOWIOOATE NTERCIMM.E PCMS HOST VEHICLE WEIGHT MOST VEHICLE W11�aM MINIMUM SHOULDER TAPER LENGTH=U3(NMI SAAIP;ATtAME wrEaSE0T101PS AHD OHNESWYI. 1 I2I THIS(PACING LAW OE HCO)WI IIFUAN MEAS TO FIT3 9.900 TO 22.DO0 6l. >Z2,000116 S1gUtt2et Panted Speed(mph) ROADWAY CONDITIONS]MOTH 14Ntl WATCH <IS MPH 4S55 MPH >55 MPH <AS MPH ASSi MPH >SS MPH IMO 05 P 1S 60 45 50 SS so 65 70 CLOSED F01 CLOe AI 40 IC 1A IL ISO no IN 110 AHEAD IMFFC 100 Its 172. 74' 107 150' 1D 41 SV EO 50 no In 190 260 020 NO 0:: lA SEC 2S SEC USE A MNM1M 5 OENCES TAPES FOR SICWDER LESS THEN aOSLOLOGnt r4 sINGIIANNELI2ATIO( DEVICE ADVANCE a uA6 CINIME 6gNN6. SPACING4.1AWN TAPES f TANOPR 5000wSR 3Y.5 20 M r 2930 22 04 WO-2(U lIFE; BEE NOTE q PI XI �4llL.it ) 1 .- {==:i:i • 10 I . •$ • = + cam Will require a Arrowboard to draw X X X L — down southbound ---46- ir srRoad Work Ahead. Be traffic into one lane. ROAD Prepared to Stop and '� NDT E WORM I Flagger Ahead signing I.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. ANEAD;. j - 2 EXTEND DEVICE TAPER AT In ACROSS SHOULDER LEGEND " Sr NNW � per approved TCP A 1 OI 1DEVIL SUBMITTAL REVIEW TWO LINES 6.USE • TRAFFIC SAFETY DRUM CLOSED t (REG[ p TEMPORARY SIGN LOCATION "MEA° 6• j ) 5.DEVIL No Exceptions Taken 1 > 20(FT X Make Corrections Noted Dp SEQUENTIAL ARROW SIGN W26-501 6.ALL S _ Nnend&Resubmit ® TRANSPORTABLE ATTENUATOR DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS Rejected-See Remarks gErgi PORTABLE CHANGEABLE MESSAGE SIGN �p� �5� S TEMPORARY SIGN LOCATION(SIFT)MOUNTING HEIGHT) NOT TO SCALE IMPORTANT ANT NOT ICE:This review 1.E... 50tim 6 Ni I IM.i/YD.N.Ewa LAN..a>♦.I..Nr mumww0I T.H YME• - :wow 0...N..A.SL..INIQINOa.IATTiIm m n 1.60616 does not relieve the Contractor fro 0. PEDAm .IY. T WASH V/ responsibility to comply&conform ROM Of 6.0 R -■- with the Plans,Specifications,and WuhNlymn State a1Et116a tel _ ...... D.P."...0I T....P.' Contract Documents. 1.t0111w AM .Ev.ge 0.n n ...._ .pm. Iiiiib - Ci3nay&Osborne.Inc. CONSULTING ENGINEERS By: MB Date:2111/22 pato Al, s�� cc, �,;,/..,to n.dout- f 'L 2 1aYu3 12vt.t. — it, C/OYIA, Q� MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) SIGN SPACING =X (1) BUFFER DATA FREEwars 6 fKPRESAYAvi C.TC ION em•TARE Ponied SPE••(npN) LONGITUDINAL BUFFER SPACE =Ill WPMRJRH 1.4HAWK ell.8 YNI We IM0 25 N n 40 45 10 55 10 55 r RURAL ROAM ROA as•u INN Store SPEED(HIPPO 25 40 75 40 45 SD 55 40 55 O .L ROADSVIM10 'D5 Ma RA 110 450 5t0 s5J aRDE VIMAR1 E•145 A•a0 YRN !]0t 11 H3 Ns AS 193 495 ka ern armRURAL MAIM LOOMARIERWE is•10 IN11 2005 121 LENGTH'IE•D 15S iCC 150 IDS 300 415 495 570 5a5 770 RESICENTAL I EUS:NESS CI5TRICTS u 112 1W 145 310 .0 SW cm Tao 'Ec. 54„ 10141044 1114EE1a •Wei CM LESS La.a) TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE-R MOSS WMPS.O NAY OS..,ro0 1.:r.:CDVY00ATE EYTEMIWNDF PCYS HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT YINWJY SHOULDER TAPER LENGTH =UI Gent RAMPS A:G 0a /'<OLCED 0/ AHD CPJYEAS T 9500 TO IY000 Ws. HIS Pooled ID TIES EPACLNG R050a5AY LONP NE�Y.:.E,LCED W LMWN AREAS TO N1 1 = • >72,0004 NNTN SP•••( ) <45 MPH aSSS MPH >55 MPH <45 MPH 45-55 1•M >SS MPH DI•i MI 10 y a0 45 50 SS 50 SI 10 5 CLOUD D WATCN 24000 f 55 mow r it a e> SO Mt 130 IY TEE He He _ AHEAD TRAFFK 100' 117' 117 7a -coy15D 1r Ic So se go ISO V 150 170 10 :m EC mo r EA E SA SEC II5R 1ESE A WNNLY MAC ES MCES 1APER'0R a0OLADEA LE s TEMA IsGCA WOW LT•1 WE 5 INCHANNELRATION DEVICE .J1 E SWAM*0f SAM CLOSURE 51010324. SPACING QM E� 050 TAPE/4 tANDENI t MVOLP S a1.L Sims W [0 �� Ya-OILI m 4 ��VOA`I\ VC.,VC., ' a% SEE NOTE 4 a d 16 N r'' I � Hl/7 •1 l 1 7 IS P a- ' 1Y01Y / ar l i• • • • III : • jAmu //d �• .�N. R N �••• 7r I % X X ]S I. a L ROAD \. ' NOTES IV �TO``le �`� WORE I 1 SEE SPECIAL PROVISIONS OR WORK HOUR RESTRICTIONS TIONS AHEAD j ,'u• IE' 2 EXTE"'Will require a DER LEGEND aE• 0 3 DEVICE JACENT LANES ' "W •1-10.1 Arrowboard to draw TWV LUTES •USE 71 EVERY 100DIFT1 • TRAFFIC SAFETY DRUM LLDSID (REC01 down southbound p SIFT) traffic Into one lane. ER SHALL BE Goo SEQUENTIAL ARROW SGN p211-51 B.ALL SIGNS ARE SLACK ON ORANGE, ® TRANSPORTABLE ATTENUATOR DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS QOM PORTABLE CHANGEABLE MESSAGE SIGN S TEMPORARY SIGN LOCATION 15'IFT)MOUNTING FEIGHT) NOT TO SCALE PEE WEE tits::55 PAEYIMRa/'R.Mow t40 30NOYA REVKC9ma&SR.Taft O...L..1. C *. ses-...Ra++n c.Ns rw e.aE WOWS lane 550lIE PRoa Ro. � MOMS•. WAS" 1/ TG �. L. .. MO.es 'ass — — Washington State CMCRlO BE a..+..., .,.w.. — Department of Transporta5on ,. Pelt 040a E aETORK AOaI —.. MEgY —:•�D,1 er ...�,. TRAFFICCONTROL PLAN „/ ( vIGU- `3i. v1206e, #-) ,Vt4` 914 - rep iv i 7 to-N-e _ 4, .. j�J rtelUG2. 2 l?/ 45 +o Dyne_ i?.re- C MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) SIGN SPACING = X (1) BUFFER DATA FREEWAYS a EXPRESSWAYS %1n11APH tto6rs LONGITUDINAL BUFFER SPACE _ , LANE Posted Speed (Mph) w1DT11 _ _ . RURAL HIGHWAYS 60 r65 MPH OW* ago 25 30 35 40 4S 50 _ 55 60 65 70 RURAL ROADS 45 r55 toot Ws SPEED (MPHI 25 30 35 40 45 SO 55 \60 65 70 t0 IDS 150 205 270 450 SOD SSO RURAL ROADS a URBAN PATEURALS 3?,40 MPH 350s 11 Its 165 225 19S 495 ssD 605 660 _ RURAL ROADS a URBAN ARTERNLS .S2O 630 MPH 02(21 LENGTH (WO 155 200 250 305 360 425 495 70 645 731 RESIENTAL a BUSINESS DISTRICTS 12 in 160 20 320 S40 600 660 720 760 9140 URBAN STREETS 75 MPH OR Less 900s so TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTA ICE = R I11ALL SPACING MAY OE ADJUSTED TO ACCOMMODATE INTERCHANGE PCMS MOST VEHICLE WEIGHT HOST VEHICLE V,fEj'GHT MINIMUM SMOULDER TAPER LENGTH = U3 VW) RAMP4.AT-GRADE INTERSECTIONS AND DRIVEWAYS, t 2 4.900 TO 22,000 ms. , 22,100 615, 121 THIS SPACING MAY RE REDUCED IN URBAN AREAS TO FIT SHOULDER Posted Speed (mph) ROADWAY CONDITIONS o 45 MPH 45-55 MPH 4 55 MPH 4 45 MPH 45.55 MPH 5 55 MPH 1 TM 2 LANES WATCH I`jJ (1140 25 30 35 40 45 60 SS Ai a5 TO CLOSED FOR SLOW - AHEAD TRAFFIC 100' 12Y 172' 74' 100' 150' E 40 40 60 90 120 130 150 160 110 190 r ID AD 60 90 90 150 170 190 200 220 240I 011if 10 SEC 20 SEC } CHANNELIZATION DEVICE j 45E A MINMUM S DEVICES TAPER FOR SHOULDER LESS THEN 6'. FIELD LOCATE I ISLE 2 IN SPACING feell RAMfAN E DF LANE CLOSURE SIIUNNG, MPHTAPER TANGENT 50 70406O 35145 17 60 W4-2(L) 2930 20 w I IOW oTX SEE NOTE 4 12 90 12 90 0AA L,lC• ( �C,AC.-. • • - -— iot -411 ' 111:-7; - * - • - • - — ___,,, ....,.... L/3 .-It 'i i S of - e L - �— — i— (SE - - e-,,,, aeK � e� - -AREA • +�” a � �//////!! 0 EF ' 0 53 r S p p q oe• I e X X X L 24 R 200 � . Add "RIGHT LANE ROAD' MUST TURN RIGHT" > NOTES R SIGN • 1,SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS a a t 2 EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER. �,,L LEGEND 4R•i al' ;'45• \ 1 00' 3.DEVIC SUBMITTAL REVIEW W2.11 RIGHT W4-2(L) ' iw0(AMF9 4.USE • TRAFFIC SAFETY DRUM CLOSED `.. (RECC oi TEMPORARY SIGN LOCATION ��HEAD Add "ROAD WORK 5.DEVIC No Exceptions Taken Ap SEQUENTIAL ARROW SIGN y�0_sBt 2(7(FT X Make Corrections Noted (y[ AHEAD" SIGN j 6 ALL S Amend&Resubmit toms; TRANSPORTABLE ATTENUATOR DOUBLE-LANE CLOSURE FOR MULTI-LANE ROADWAYS Rejected-See Remarks IPCMSJ PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION {5'(F'"11)MOUNTING HEIGHT) NOT TO SCALE IMPORTANT NOTICE:This review FILE SAYE s110.alyn R PA SL.VAYup12.P1•4 Dow E .*14I.P6WW/PELYTC1Y14A Sow Trdle CSPYINTC.4_`D•yM.4An CIµ N/«MYAIAAA RALM,0TC-4,44A does not relieve the Contractor frorr TRITE 156.12 Am ^"' FEO.AID PROJ.NO. �. DATE vNmu ~'wlsr • - - responsibility to comply&conform M CT7ED 0r WA 64 Washington Stale with the Plans, Specifications,and cream IT - .w..4.- mow.a Department of Tnnspor Contract Documents. max EWER RE010NAL ACM. NEWSOM DATE _SY _ .a P._- �n ',a.... rr (DA7&Osborne,13t3tu CONSULTING ENGINEERS By: MB Date:2/11/22 Force Account and Labor Rate and Equipment Rate 2/15/22 Resubmittal Review 2-19-22 fv,MS 0 13 .F-;4 1Zi-S' REEDG King County Wage Rates-Duvall Ave NE Updated:2/15/2022 TRUCKING 6 EXCAVATING Reed Trucking and Excavating Inc.-Force Account Labor Rates 6..I1.••1e 41W O..w+1......O. r_.__.._._._.._._._..___._._.___._._.._._._.._._._.._._._._._._._.._ _.._._._._._._._.._._._.._._._.._._._.._._._._._._._.._._._.._._._.._._._.._._._._._.._._..1 Trade WAGE SS/Medicare SUTA FUTA l&I ESDEAF REG TOTAL OT TOTAL Foreman $74.28 $5.68 $3.87 $0.45 $2.11 $0.03 $86.42 $129.63 Operator under 15 MT $72.48 $5.54 53.78 $0.43 $2.11 $0.03 $84.38 $126.57 Pipe Layer - $53.35 $4.08 $2.78 $0.32 $2.11 $0.03 $62.67 $94.01 Pipe Layer Top Man $52.39 $4.01 $2.73 $0.31 $2.11 $0.03 $61.59 $92.38 General Laborer $52.39 $4.01 $2.73 $0.31 $2.11 $0.03 $61.59 $92.38 Grade Checker $54.01 $4.13 $2.81 $0.32 $2.11 $0.03 $63.42 $95.14 TCS $50.31 $3.85 $2.62 $0.30 $2.11 $0.03 $59.23 $88.84 Flagger $44.40 $3.40 $2.31 $0.27 $2.11 $0.03 $52.52 $78.78 Truck&Trailer $64.55 $4.94 $3.36 $0.39 $2.11 $0.03 $75.38 $113.07 Truck Driver $63.71 $4.87 $3.32 $0.38 $2.11 $0.03 $74.43 $111.64 Superintendent $91.34 $5.60 $4.76 $0.55 $2.11 $0.03 $104.39 $156.59 ,RESCRIPTION I EQUIPMENT I Regular Rate I Standby Rate DUMP TRUCK-SOLO(12 CY or 15 TN CAPACITY) D 6 2000 FREIGH TUNER#716 $ 95.00 $ 57. D73 2000 FREIGH TUNER#731 $ 95.00 $ 5.50 DT747 2001 FREIGHTUNER#747 $ 95.00 $ 7.50 SS-614 _ _ 2022 SUPER SOLO DUMP TRUCK(18 CY) $ 95.42 $ 20.17 SS-811 2022 SUPER SOLO DUMP TRUCK(18 CV) $ 95.42 $ 20.17 DUMP TRUCK-T&T(24 CY or 32 TN CAPACITY) SUBMITTAL REVIEW DT716T 2000 FREIGHTUNER#716&TRAILER $ 105.37 $ 39.83 DT731T 2000 FREIGHTUNER#731&TRAILER $ 108.43 39.88 DT7477 2001 FREIGHTLINER#747&TRAILER $ 108.43 $ 39.88 No Exceptions Taken PICK-UP X Make Corrections Noted FB01 2005 FORD F-450 FLATBED $ 55.0 $ 27.50 FTO1 2014 FORD F-150 FOREMAN TRUCK $ • .00 $ 27.50 Amend &Resubmit FT02 2019 FORD F-450 $ 53.54 $ 7.95 FT03 2020 FORD F-450 $ 53.55 $ 7.% Rejected-See Remarks FT04 •022 FORD F-350 $ 60.00 $ 7.96 WATER TRUCK IMPORTANT NOTICE: This review WTO1 20. INTERNATIONAL 4700(2000 GAL TANK) $ 105.00 $ 52.50 does not relieve the Contractor from WTO2 2014 •NDCO TANKS FREIGHTLINER(2450 GAL TANK) 110.00 $ 55.00 BACKHOE responsibility to comply&conform BHOS 2002JOH DEERE310SG $ 70.00 $ 35.00 with the Plans, Specifications, and BH02 2020 JOHN. ERE 410L $ 80.00 $ 40.00 Contract Documents. DZO. I,nn4 nun nrc• cv.0 IT n.a cnn I$ 89.00 1$ 44.50 Replace with the attached SW. Is 65.00 1$ 32.50 ` Equipment Rates Gray�Oebornc,Lac. EX. $ 75.00 $ 37.50 CONSULTING ENGINEERS EX. ____..___. ___.__. ......._.._,__,_ _.1 CLASS. $ 75.00 $ 37.50 EX.: 2020 KOMATSU PC88-10 $ 90.00 $ 45.00 'EX., 01: 0 • U k 88- / $ 90.00_$ 45.00 By: TLS Date: 2 19 22 EXOS 2020 Komatsu PC138 $ 97.04 $ 28.52 EX06 2020 Komatsu PC138 $ 97.04 $ 28.52 EX07 2003 KOMATSU PC2OOLC-7/JD 2•.:',C(50,000#CLASS) $ 112.00_$ 56.00 EX08 2006 JD 120C MID EXC(28,000'CLAS $ 97.00 $ 48.50 EX09 2022 KOMATSU PC238USLC- $ 125.00 $ 62.50 HO-PAC HP09 2008 ALUED(for 200 Exc $ 32.20 $ 16.10 HP05 2010 ALUED(for 120E ) $ 28.75 $ 14.38 ROLLER-VIBRATORY CR03 2005 SAKAI 84"D-.M ROLLER $ 105.00 $ 52.50 CR01 2015 CAT CB 24:ASPHALT COMPACTOR $ 105.00 $ 52.50 WHEEL LOADER WLO1 2006 KOMA•U WA250L-5(3 CV CAPACITY) $ 100.00 $ 50.00 WL02 2018 KO -TSU WA270 LOADER $ 110.00 $ 23.65 GRINDING AZ01 12019'•PHALT ZIPPER 95.001$ 47.50 COMPRESSOR COMPOI ID.osan P185 Air Compressor I$ 50.001 PCMS Boards PCMF01 Portable Changeble Hydraulic Message Sign $ 25.00 PCMF02 Portable Changable Hydraulic Message Sign $ 25.00 PCMF03 Portable Changable Hydraulic Message Sign $ 5.00 PCMF04 Portable Changable Hydraulic Message Sign $ •.00 Arrow Boards ABO1 25 Light Solar Powered Arrow Board Trailer $ 20.0. AB02 25 Light Solar Powered Arrow Board Trailer $ 20.00 TRAILER ET01 12003 TRAIL KING TKT50-3 Axle Tilt-top(45,000#Capacity) I$ 45.00 I$ 22.50 TRENCH SAFETY TS02 8'x20'BOX $ 18.54 $ 9.27 T503 4'x20'BOX $ 20.79 $ 10.40 T5.• 8'x8'MANHOLE BOX $ 18.92 $ 9.46 8'x20'STEEL PLATE $ 11.86 $ 93 08 GRAVEL SKIFF $ 18.00 $ 9.,. City of Renton Duvall Avenue NE CAG-20-065 2/19/2022 Equipment Rate Backup Reed Trucking Equipment .._ lEquipment Equipment Rate Check Equipment Name I Name (Equipment Rate (Standby Rate )escription Dump Truck-Solo OT716 2000-2001 Freightliner(12-15CY)#716 2020 Misc 18 YD 70 KGVW On Highway Rear Dump $69.06 $11.77 DT731 2000-2001 Freightliner(12-15CY)#731 2020 Misc 18 YD 70 KGVW On Highway Rear Dump $69.06 $11.77 DT747 2000-2001 Freightliner(12-1SCY)#747 2020 Misc 18 YD 70 KGVW On Highway Rear Dump $69.06 $11.77 SS-614 2022 Super Solo Dump Truck(18CY) 12021 8x4 18 YD 85KGVW rear dump $95.42 $20.17 SS-811 2022 Super Solo Dump Truck(18CY) 2021 8x4 18 YD 85KGVW rear dump $95.42 $20.17 Dump Truck-T&T DT716T 2000-2001 Freightliner(12-15CY)#716&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.43 $36.18 DT731T 2000-2001 Freightliner(12-15CY)#731&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.43 $36.18 DT747T 2000-2001 Freightliner(12-15CY)#747&Trailer DT with 4 Axle 4 tire 40 FT trailer($39.37 reg,$24.41 $108.43 $36.18 Light Duty Pickup FB01 2005 Ford F-450 Flatbed,16K GVW 2019 Misc 4x2 30KGVW $32.63 $5.39 FT01 2014 Ford F-150 Foreman truck,300-400 HP 2021 Light Duty Trucks-4x2 360 HP $24.61 $4.44 Add $10 FT02 2019-2020 Ford F-450 20214x21/2 450 Crew Gas light duty truck $43.54 $7.95 for small FT03 2020 Ford F-450 4x2 1/2 450 Crew Gas $43.55 $7. tools for FT04 2022 Ford F-350 2022 F350 On-Highway Light Duty $34.44 $4.23 Water Truck Fo re ma n's WT01 2001 International 4700(2000 gal) 2016 Water Truck-On Highway 4000 gal $54.23 $17.98 Truck WTO2 2014 Randco Tanks Freightliner(2450 gal) 2016 Water Truck-On Highway 4000 gal $54.23 $17.98 Backhoe BH01 2002 John Deere 310SG 2002 Deere 310SG $47.66 $11.98 BH02 2020 John Deere 410L 2020 Deere 410L $79.76 $24.30 Dozer DZO2 2004 John Deere 550H LT(D-4 Size) 2004 Deere 550H LT $83.21 $22.04 Sweeper SWO1 2015 Laymore Sweeper 2015 Lay-Mor 6-HB $49.79 $13.21 Excavator EXO1 2019 Kubota Mini Ex KX057 2019 Kubota KX057-4 $50.14 $18.65 EX02 2006 Kubota KX161/JD 75 Mini Ex 2006 Kubota KX161-2 $47.42 $16.34 EX03 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $90.07 $30.37 EX04 2020 Komatsu PC88-10 2020 Komatsu PC88MR-10 $90.07 $30.37 EX05 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX06 2020 Komatsu PC138 2020 Komatsu PC138USLC-11 $97.04 $28.52 EX07 2003 Komatsu PC200LC-7/JD 200 Ex 2003 Komatsu PC200LC-7 $106.44 $32.72 EX08 2006 JD 120C Mid Ex 2013 Deere 135D $69.92 $37.27 EX09 2022 Komatsu PC238USLC-11 2022 Komatsu PC238USLC-11 $126.94 $43.13 Ho-Pac HP09 2008 Allied(for 200 Exc) 2010 Allied AR 120E $34.56 $11.09 HP05 2010 Allied(for 120 Exc) 2010 Allied AR 120E $34.56 $11.09 Roller-Vibratory CR03 2005 Sakai 84"Drum Roller 2012 Dynapac CA 362D(84 In.Roller) $66.86 $20.24 CR01 2015 Cat CB 24B Asphalt Compactor 2015 Caterpillar CB-24B $42.39 $12.62 Wheel Loader WL01 2006 Komatsu WA250L-5(3 CY Capacity) 2022 Komatsu WA270-3 $55.65 $18.73 WL02 2018 Komatsu WA270 Loader 2022 Komatsu WA270-3 $55.65 $18.73 Grinding AZO1 2019 Asphalt Zipper Zanitas Road hog-Equipmentwatch $49.20 $14.20 Compressor COMPO1 Doosan P185 Air Compressor Air Compressor 185 cfm,80 hp $15.77 $4.12 PCMS Board PCMF01 I $6.62 $5.82 PCFM02 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM03 Portable Changeable Hydraulic Message Sign $6.62 $5.82 PCFM04 Portable Changeable Hydraulic Message Sign $6.62 $5.82 Arrow Board ABO1 25 Light Solar Powered Arrow Board Trailer Trailer Mounted flashing arrow sign-Caltrans 2021 $9.41 $4.96 ABO2 25 Light Solar Powered Arrow Board Trailer Trailer ET01 2003 Trail King TKT50-3 Axle Tilt Top 2001 Tilt Deck Utility Trailers(3 Axle,50000 LB Capacity)- $10.72 $5.82 (45000 LB Capacity) Equlpmentwatch Trench Safety TS02 8'x20'Box 8'x8'x24'Box-Caltrans 2021 $18.51 TS03 4'x20'Box 4'x12'x24'Box-Caltrans 2021 $11.38 TSO4 8'x8'Manhole Box 8'x15'x10'box-Caltrans 2021 $9.39 TS06 8'x20'Steel Plate 1.5"thick Steel plate(160 SF)-Caltrans 2021 $3.39 TS08 Gravel Skiff Metal Tank-Caltrans 2021 $7.39 O EquipmentWatch. www.equipmentwatch.com FT03-2020 Ford F-450 All prices shown in US dollars($) Rental Rate Blue Book® September 3,2021 Miscellaneous 4X2 112 450 CREW GAS On-Highway Light Duty Trucks Size Class: rid\Nit 300 HP&Over Weight: N/A l M1 Configuration for 4X2 112 450 CREW GAS `, 's• Axle Configuration 4X2 Cab Type Crew_ Horsepower 450 hp Power Mode Gasoline Ton Rating 112 Blue Book Rates ,;,•k%-A,Z : 9 FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost,'''f,. Ownership Costs 4 P. �'> Estimated Operating FHWA Rate"' . Costs Monthly Weekly Daily .,.Hourty Hourly Hourly Published Rates USD$1,975.00 USD$555.00 USD$140.00 (USD,$2i:00 USD$32:34 USD$43.56 Adjustments \ Ul- f:legion(100%) - v - Model Year(2020;99.9%) (USD$1.98) (USD$0:56) (USD$0:14) ':,,; (USD$0.02) Adjusted Hourly-Ownership - =. :.,, - Cost(100%) `--a,y Hourly Operating Cost(100%) - Total: USD S1,973.03 USD S554.45 LUSD S3 9.86 USD$20.98 USD S32.34 USD$43.55 Fes''`(.....d7 ram•. Non-Active Use Rates ., Hourly a Standby Rate ° 61 F USD$7.96 1 Idling Rate z, � L"; USD$36.60 �.Ni. Rate Element Allocation t ;k,, ,?' ''''Z',C ' Element Percentage Value Depreciation(ownership) 'h ' 57% USD 51,125.751mo Overhaul(ownershlp) _A^r a 29%• USD$572.751mo CFC(ownership) �',z?T�'4� ' 2% USD 539.5olm0 Indirect(ownership)" lam\ 12% USD$237.00/mo 'Fuel(operating)@ USD 2.9 79% USD$25:391hr Revised Dater3rd quarVq021. These are the most accurate ratpe-for the selected Revision Date(s):However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JODV EVELER Qeveler@ cityoftacoma.org) All material herein©2003-2021 Informa Al!rights reserved.Page 1 of 1 J 4 EquipmentWatch. FT02-2019 Ford F-450 www.eguipmentwatch.com All prices-shown in USdollai's($); Rental Rate.Blue Books. .September 3,2021 Miscellaneotis 4X2112 450 CREW GAS On-Highway Light Duty-Trucks r :Size:Class: 71111. 300 HP&Over r .Weight: N1A ... -1,c1 - >y Configuration for 4X2 1/2 450 CREW GAS `'a Axle,Configuration 4X2 Cab,Type Crew, ) V Horsepower 450 hp Power Mode g"Gaso)yline Ton Rating 112 `g, Blue:Book:Rates .,, , o_i "'FHWA Rate;is equal to the monthly ownership cost divided by 176 plus-the hourly estimated operating CO :st. N'7 ' Ownership Costs ?� Y' Estimated Operating FHWA Rate" ``-'.-- Costs Monthly Weekly Daily H urty Hourly Hourly . rr',, Published Rates USD$1,975.00 USD$555,00 USD$140.00 3 USD$21.00 USD$32,34 USD$43.56 Adjustments r. Region(100%) -- - - ?` - Model Year(2019:99.8%) (USD$3.95) r, ' ? (USD$1.11) (USD So,2 �- (USD$0.04),) Adjusted Hourly-Ownership - - '`,; - Cost'.(100%) fe ~'�c Hourly Operating Cast(100%) ,,' Total: USD'$1,971.05 USD'5553:89 USDD$139.722 USD S20.96 t1SD-S32.34 USD$43.54 Non-Active Use Rates f�'ti, ` Hourly Standby Rate j; r USD$7.95 1 Idling Rate �4 ;.� USD$36.59 ti,, Rate-Element Allocation t N rp Element. ,, Percentage Value Depreciation(ownership) 4�� • 57% USD 51,125.751mo Overhaul:(bwnerShip) ,, i� 'n 29% USD'S572.75imo CPC(ownership). 2% USD 539.50/mo Indirect(ownership) r., 43 12% USD$237.00/mo Fuel(operating)@,:USD 2.9 ,,5 79% USD S25.39lhr Revised Date:3rd'quafter.2021 These are the most accurate rates for the selected Revision Date(s);However,due to more frequent'online updates,these,rates.may not match Rental Rate Blue Book Print.Visit the Cost RecoveryProduct Guide on our'Help page for more information. The equipment represented in this report has been exclusively prepared for JODY EVELER (j eveler@ cityaftacom a.org) • All material herein©2003-2021 Informs All rights reserved.Page 1 of 1 C EquipmentWatch. • www.equipmentwatch.com EX05-2020 Komatsu PC138 All prices shown in US dollars($) Rental Rate Blue Book® September 3,2021 Komatsu PCI38USLC-11 Crawler Mounted Hydraulic Excavators .-` — Size Crass: `� y — s l . 1 14.1=18.0 MTons Weight: NIA Configuration for PCI38USLC-11 Bucket Capacity 0.34-:1 cu yd. Horsepower 97.2 hp Operating Weight 34563.0 lbs Power Mode Diesel f 4 Blue Book Rates ,r(S "FHWA Rate is equal to the monthly ownership:cost divided by 176 plus the hourly estimated operating,cost. "N Ownership Costs Estimated sts)er opatmg FHWA Rate" Monthly Weekly Daily Hourly (Hourly Hourly Pubtshed'Rates USD$10,255.00 USD$2,870.00 USD$720.00 USD$110.00 ..,USD$38.83 USD$97.10 Adjustments , ., Region(100%) - - - `,1 u• Model Year(2020:99.9%) (USD$10.26) (USD$2:87e, (USD$0.72) (OD$0.11).,.,3 Adjusted Hourly Ownership - - lj u'Y-',.. Cost(100%) _.,• '':• Hourly Operating Cost(100%) ,; ; - Total: USD S10,244,75 USD$2,867.13 USD 6719.28 is 1, USD S38.83 USD$97:04 e's r.A . : y, `+7 Non-Active Use Rates 't:s Hourly Standby Rate kv USD 528.52 Idling Rate ( .' USD$64,11 e l ,w Rate Element Allocation _ ,: Element Percentage Value Depreciation(ownership) '',c- P �, `'41 ` 38% USDS3,896.901mo Overhaul(ownership) .:n `,,:-, 51% USD 55,230.05/mo CFC(ownership) a ., 3% USD$307.65hno Indirect(ownership) y^ 8% USD$820.40/mo Fuel(operating).©USD3.27 k` " = 15% USD 65.90/hr t Revised Date:3rd quarter 2021 a �"�s� These are the most accurate-rates fo the selected Revision Date(s).However,due to more frequent online updates,these rates may not Match Rental Rate•Blue Book Print.Visit the Cost Recovery':Puct Guide on our Help page for more information. The equipment represes d in this report has been exclusively prepared for JODY EVELER (jeveler@cityoftaccoma.org) All material herein©2003-2021 Informa All rights reserved.Page 1 of 1 . . _..- . © EquipmentWatch. . . . . DT731T-2000 Trailer www.equipmentwatch.coM . . . All prices shown in US dollars($) Rental Rate Blue Book® September 13,2021 MiscellaneaUs 4 AXLE'4 TIRE 40' LowboyTrailers Classt <All Weight: NIA I , 111% 11111100111,,.4.\. , . Configuration for 4 AXLE 4 TIRE40' N.N. '4 Power Mode. Manual Blue BoOk Rates FHWA Rate is equal to the monthly ownership cost divided by 176.plus the hourly estimated operating cost , . Ownership Costs ''''''kr, tsilittated Operating FHWA Rate., of' .k.4 Costs Monthly Weekly Daily 4.,Holly :) Hourly Hourly Publiihed Rates USD$5,530.00r USD$1,550.00 USD$390.00 US4s.49:00:` USD$9.24 USD$40.66 Adjustments Region(105%) - - - % Model Year(2000:95.9%) (US!)5226:73) (USb,$63.55) (US!)$15.99) "-.. et,k,(US!)$2:42y , ' Adjusted Hourly Ownership - - -i'..,4--zz.k..3, ' - Cost(100%), e-, ,..) ...,. Hourly Operatng'Cost(100%) ,,„,.,„ - ,Z '- Total: USD$5,303.27 USD e1,429.45 USD,537401 USD$56.58 USD$9.24 USD$39.37 '''&. , NonActive Use Rates i*:1",,.. '''.4 Hourly Standby Rate ,,.. ,. 5 ',". I USD$24.41 Idling.Rate S'::, t./SD130.13' '`'...X ‘k, ''...- Rate Element Allocation , , 1.. '..., 'Element ''q, l'''', Percentage Value -7 4^ Depreciation(ownership). 71% USD$3,926.30/mo 1, A,,--.:.P Overhaul(ownership) \'-.-. 1 19% USD$1.050.7Wmo ,,, CFC(ownership) c7n.-\\. q 2% USD$110.60/ma Indirect(oivnership) t, ,...2.3 gi, usbrss4A2.4dimo Fuel cost data is not evadable for these rates. t•-•,,,,„:;.,,, Revised Date:3rd quarter 2021C<I) These are the most accurate rakes-for the selected Revision Date(s)..HOweverrdue to more frequent online updates,these rates may notmatch Rental Rate:Etue Book Print.Visit thetCost;Rebovery Product.Guide on our Help Dage.fol more information .,,,.. --,.-1, The equipment.represented in this report has been exclusively'prepared for JODY EVELER (jeveler@cityoftacprna.org) All material herein©2003-2021 informa All rights reserved.Page 1 of 1 EquipmentWatch. SS-614 - 2021 Super Solo Dump Truck www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book® October 12,2021 Miscellaneous 8X4 18YD 85KGVW On-Highway Rear Dumps Size Class: ' 60,001 GVW&Over Weight: 21021 lbs 'rx Configuration for 8X4 18YD 85KGVW �,'' Axle Configuration 8X4 Horsepower 450 ' Maximum Gross Vehicle Weight 85000.0 lbs Power Mode Diesel Struck Capacity 15.0-18.0 cu yd Blue Book Rates s1•.ssrc 04 **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cosssttt...> ti Ownership Costs z\1 Estimated Operating FHWA Rate*' .') Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$5.380.00 USD$1,505.00 USD$375.00 (; USD$56.00 USD$64.85 USD$95.42 Adjustments •\\ yN Region(100%) - - 1,mY�c - Model Year(2021:100%) - - Adjusted Hourly Ownership - f-cam - Cost(100%) Hourly Operating Cost(100%) - Total: USD$5,380.00 USD$1,505.00 tSD$375.00 USD$56.00 USD$64.85 USD$95A2 y''\ Non-Active Use Rates 4� _�;V Hourly Standby Rate `. ',.\ 1 USD$20.17 c'NIdling Rate USD$73.06 Rate Element Allocation 4(I Element c Percentage Value Depreciation(ownership) 53% USD$2,851.40/mo Overhaul(ownership) ti, 34% USD$1,829.20/mo CFC(ownership) 2% USD$107.60/mo Indirect(ownership) 11% USD$591.80/mo Fuel(operating)@ USD 3.37'„� :N'': 66% USD$42.49/hr N Revised Date:4th quarterr2021 These are the most accurate,rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JODY EVELER (jeveler@cityoftacoma.org) All material herein©2003-2021 Informa All rights reserved.Page 1 of 1 EquipmentWatch_ www.equipmentwatch.com All prices shown in US dollars($) Rental Rate Blue Book, Usage Report(Monthly) February 17,2022 Name:Duvall Notes:None so far._.. Adjustments Note:Values not specified at the fleet level will be taken from individual equipment adjustments. Rate Effective Date:- Rate Effective Date:- Region:- Organization:- Ownership Adjustment- Operating Adjustment:- Rental Rate Blue Book Rates All prices shown in US dollars($) Equipment Details Rental Rate Blue Book® Adjustments ID Equipment Size Manufacturer Model Year Serial Configuration/Notes Ownership Operating Standby Idling Revision Region Age Ownership Operating FHWA Hours Total Type Class Number Hourly Cost Rate 10 Tractor- 14'to Deere 310SG 2002 Drle:2WD,Operator USD USD USD USD 2022- 96.53% log% USD 1 USD Loader- Under Protecton:POPS/FOPS, $22.19 $25.47 S11.98 $34.40 01-01 Washington: $47.66 $47.66 Backhoes 15' Power Mode:Diesel 104.8% 11 Tractor- 15'to Deere 410E 2020 Power Mode:Diesel USD USD USD USD 2022- 99.89% 1 % 100% USD 1 USD Loader- Under $45.00 $34.76 $24.30 $61.04 01-01 Washington: $79.76 $79.76 Backhoes 16' 104.8% t111IV// 12 Standard 75- Deere 550H LT 2004 Dozer Type:PAT, USD USD USD USD 2022- % 100% 100% USD 1 USD Crawler 84 HP Operator $45.93 $37.28 $22.04 $53.78 01-01 Washington: ��y/// $83.21 $83.21 Dozers Protectlon:ROPS, 104.7% Power Mode:Diesel A 13 Self Al Lay-Mot 6-HB 2015 Broom Length:72.0, USD USD USD USD 2022- 99.09% 100% 100% USD 1 USD Propelled Horsepoxer31.5• $28.71 $21.08 $13.21 332.96 01-01 Washington: $49.79 $49.79 Pavement Power Mode:Diesel, 106.9% Brooms Transmission:Hydrostatic 14 Crawler 5.1- Kubota KX057-4 2019 Operating Welght:5.5, USD USD USD USD 2022- 99.9% 100% 100% USD 1 USD Mounted 6.0 Operator $29.60 $20.54 $18.65 $36,78 01-01 Washington: $50.14 $50.14 Compact MTons Protection:ROPSIFOPS, 104.2% Excavators Power Mode:Diesel 15 Crawler 5.1- Kubota KX161-2 2006 Operating Weigm:5.0, USD USD USD USD 2022- 100% 100% 100% USD 1 USD Mounted 6.0 Operator $25.93 $21.49 SS6.34 932.21 01-01 Washington: $47.42 $47.42 Compact MTons Protection:ROPSIFOPS, 104.2% Excavators Power Mode:DieselX. 16 Crawler 8.1- Komatsu PC88MR-10 2020 Operating Weight:18739 USD USD t*l . USD 2022- 99.89% 100% 100% USD 1 USD Mounted 10.0 .Power Mode:Diesel $56.24 $33.83 $30.37 $62.80 01-01 Washington: $90.07 $90.07 Hydraulic MTons 105.3% Excavators 17 No data available for this model 18 No data available for this model 19 Crawler 21.1- Komatsu PC200LC-7 2003 Operating Weight21.1, USC USD USD USD 2022- 98.8996 100% 100% USD 1 USD Mounted 24.0 Power Mode:Diesel $rf0.58 $45.86 $32.72 $70.59 01-01 Washington: $106.44 $106.44 Hydraulic MTons 105.3% Excavators 10 20 Crawler 24.1- Komatsu PC238USLC-2022 Operating USD USD USD USD 2022- 100% 100% 100% USD 1 USD Mounted 28.0 11 Weight:54230.0,Power $78.02 $48.92 $42.13 $89.53 01-01 Washington: $126.94 $125.94 Hydraulic MTons Mode:Diesel 105.3% Excavators 22 Hydraulic 2.001 Allied AR 120E 2010 Impact Energy:2500.0, USD USD USD USD 2022- 94.91% 100% 100% USD 1 USD Impact - Power Mode:Hydraulic $2L75 $12.81 S11.09 $21.75 01-01 Washington: $34.56 $34.56 Breakers 3,000 106.4% lb 23 No data available for this model 24 Tandem 1.8- Caterpillar CB-248 2015 !Drum Wldth:47.0, USD USD USD USD 2022- 98.04% 100% 100% USD 1 USD Vibratory 2.9 Horsepower:36.2, $27.43 $14.96 $12.62 $30.53 01-01 Washington: $42.39 $42.39 Compactors MTons Power Mode:Diesel 105.1% 25 • No data available for this model 26 4-Wd 135- Komatsu WA2 4114„ Bucket Capacky:2.8. USD USD USD USD 2022- 10096 100% 100% USD 1 USD Articulated 149 Horsepower:141.0, $28.38 $27.27 S18.73 $37.02 01-01 Washington: $55.65 $55.65 Wheel HP Operator 104S% Loaders Protection:ROPS, 4111141414Power Mode:Diesel 27 No data available for this model 28 No data available for this model 3 `:. No data available for this model 31 No data available for this model 4 No data available for this model 5 No data available for this model 6 On-Highway 300 Ford F-350 2022 Axle Confguration:4.0 X USD USD USD USD 2022- 100% 100% 100% USD 1 USD Light Duty HP& 4.0,Cab Type:Crew, $5.56 $28.88 $4.23 $29.81 01-01 Washington: $34.44 $34.44 Trucks Over Horsepower:385.0, 103.8% Power Mode:Gasoline, Ton Rating:1.0 7 No data available for this model 8 No data available for this model 9 No data available far this model Total: USD $848.47 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for JOEY HARNDEN (jharnden@rentonwa.gov) All material herein©2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 it"; EquipmentWatch.. .ww.eq u i pmentwatch.c om All prices shown in US dollars($) Adjustments for 20212 in All Saved Models December 8,2020 Miscellaneous 6X4 18YD 70KGVW On-Highway Rear Dumps Size Class: 60,001 GVW&Over Weight: 19702lbs Configuration for 6X4 18YD 70KGVW Axle Configuration 6X4 Horsepower 400.0 Maximum Gross Vehicle Weight 70000.0 lbs Power Mode Diesel Struck Capacity 12.0-18.0 cu yd Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate** Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$4,615.00 USD$1,295.00 USD$325.00 USD$49.00 USD$45.53 USD$71.75 Adjustments Region(Washington: (USD$78.46) (USD$22.01) (USD$5.53) OD$0.83) 98.3%) �/ Model Year (USD$395.18) (USD$110.89) (USD$27. (USD$4.20) (2009:91.29%) Adjusted Hourly - - - Ownership Cost(100%) /�� Hourly Operating Cost(100%) /4 - Total: USD$4,141.36 USD S1,162.09 4 USD$291.65 USD$43.97 USD$45.53 USD$69.06 Non-Active Use Rates Hourly Standby Rate USD$11.77 Idling Rate USD$50.41 Rate Element Allocation1740\ Element %4\4• Percentage Value Depreciation(ownership) 51% USD$2,353.65/mo Overhaul(ownership) 33% USD$1,522.95/mo CFC(ownership) 41\4 5% USD$230.75/mo Indirect(ownership) 11% USD$507.65/mo Fuel(operating)@ USD 2.40 59% USD$26.88/hr Revised Date:2nd half 2020 These are the most accurate rates for the selected Revision Date(s). However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for KALI KNIGHT (Kali.Knight@lakesideindustries.com) All material herein©2003-2020 Informa All rights reserved. irs, EquipmentWatch_ www.equipmentwatch.com All prices shown in US$ Adjustments for 12583 in All Saved Models May 9,2019 Miscellaneous 4X2 1 1/4 360 CONV DSL On-Highway Light Duty Trucks Size Class: 300 HP 8 Over i"';,, Weight: 1‘ HP Configuration for 4X2 1 1/4 360 CONV DSL Axle Configuration 4X2 Cab Type Conventional Horsepower 360.0 Power Mode Diesel Ton Rating 1 114 Blue Book Rates el' z "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimatedgperating cost. Ownership Costs (421411‘ Estimated FHWA Rate" Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,120.00 $315.00 $79.% $12.00 $18.35 $24.71 Adjustments Region(Washington: ($19.04) ($5.36) (11$1 34 ($0.20) 98.3%) Model Year - - (2019: 100%) i cc\ Adjusted Hourly - - - Ownership Cost(100%) Hourly Operating Cost(100%) ♦64 - Total: $1,100.96 ia>�. $77.88 $11.80 $18.35 $24.61 Non-Active Use Rates Hourly Standby Rate $4.44 Idling Rate may/ $20.39 • Rate Element Allocation Element Percentage Value Depreciation(ownership) 54% $604.80/mo Overhaul(ownership) 29% $324.80/mo CFC(ownership) 7% $78.40/mo Indirect(ownership) 10% $112.00/mo Fuel(operating)@ 3.27 77% $14.13/hr Revised Date: 1st half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for KALI KNIGHT(Kali.Knight@lakesideindustries.com) All material herein©2003-2019 Informa All rights reserved. p' EquipmentWatch.. www.equipmentwatch.com All prices shown in US$ Adjustments for 12467 in All Saved Models March 21,2019 Miscellaneous 4X2 30KGVW DSL On-Highway Flatbed Trucks Size Class: 26,001-33,000 GVW Weight 8,994 lbs. tkriel k10itP Configuration for 4X2 30KGVW DSL Axle Configuration 4X2 Power Mode Diesel Horsepower 217 Maximum Gross Vehicle Weight 30000 lbs Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly Weekly Daily 1 Hourly Hourly Hourly Published Rates $1,945.00 $545.00 $135.00 �. $20.00 $21.85 $32.90 Adjustments �. Region(Washington ($33.07) ($9.27) ($2.30) ($0.34) DOT: 98.3%) Model Year ($15.30) ($4.29) ($1.06) ($0.16) (2016:99.2%) Adjusted Hourly - - - Ownership Cost(100%) Hourly Operating Cost(100%) --. - x Total: $1,896.63 $531.44 $131.64 $19.50 $21.85 $32.63 Non-Active Use Rates idirr Hourly Standby Rate $5.39 Idling Rate 0 $24.69 • Rate Element Allocation 4114"� Element Percentage Value Depreciation(ownersh 48% $933.60/mo Overhaul(ownership) 31% $602.95/mo CFC(ownership) 9% $175.05/mo Indirect(ownership) 12% $233.40/mo Fuel(operating)@ 3.27 64% $13.91/hr Revised Date:1st Half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for KALI KNIGHT(Kali.Knight@lakesideindustries.com) All material herein©2003-2019 Penton All rights reserved. i (1 .EquipmeritWatch www.equipmentwatch.com Adjustments for 19-003 in JEI Fleet May 9,2016 On-Highway Water Tankers Miscellaneous Models Size Class: • - NetHp200HP8Over Configuration for On-Highway Water Tankers Horsepower 250 Power Mode Diesel d Tank Capacity 4,000 gal Horsepower 250.0 a'} . Equipment Notes: Rates include pump and rear spray system. `s. Blue Book Rates ,i� **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating; '7IPOwnership Costs ?, ' Estimated .FHWA Rate"* r Operating Costs Monthly - Weekly- Daily (,Hourlll Hourly Hourly Published Rates $3,760.00 $1,055.00 $265.00 r t, $$,40:00- - $36.25 $57.61 Adjustments `� Region • - ($63.92) ($17.94) ($4.51), ($0.68) - (Washington: • '�. 98.3%). - SIN'''' '_\ s : Model Year(2000: ($532.24) ($149.34) ($37.51.) ($5.66) 85.6%) (.;(/) Ownership(100%) - rr"',-'�-- - - Operating(100%) • r - Total: $3,163.84 $887.72 ".N $222.98 $33.66 $36.25 $54.23 Rate Element Allocation w«° - • • Element �" Percentage Value Depreciation(ownership) rr ° 51% $1,917.80/mo Overhaul(ownership) 31% • .$1,165.60/mo . CFC(ownership) 6% $225.60/mo Indirect(ownership) 4 12% $451:20/mo . • Fuel(operating)©$3.46 5 t> 60% $21.63/hr Revised Date: 2nd Half 201 � '''':;!: • e `-'> - `.� t> • • All material herein©2003-2016 Penton All rights reserved. - Page 17 of 86 EquipmentWa • tchM www.equipmentwatch.com Adjustments for 70-013 in JEI Fleet May 9,2016 Deere 135D ` ` � - u Crawler Mounted Hydraulic Excavators Size Class: �� — _ _— Operating Weight 14.1-16.0 MTons - Weight: 30,737 lbs. Configuration for 135D r Power Mode Diesel Bucket Capacity-Heaped f,a.66.cy,1 rr• Operating Weight 13.9 t Net Horsepower ( 93:0 hp: Equipment Notes: General Purpose bucket included in rate,unless otherwise noted.{ Blue Book Rates ` "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. • Ownership Costs • }t Estimated FHWA Rate*" ,> r'' Operating Costs Monthly Weekly Daily ,, �;` `Hourly Hourly Hourly. Published Rates $6,775.00 $1,895.00 $475.00�y ,. ' ",> $71.00 $32.65 $71.14 Adjustments .\ Region ($135.50) ($37.90) ($9,50)'''., ($1.42) - (Washington:98%) Model Year(2013: ($79.67) ($22.29) ?(^($5 59) ($0.83) 98.8%) r' ..-;/ Ownership(100%) - - =� ,, - - Operating(100%) `, "�> - Total: $6,559.83 $1,834.81 $459.91 $68.75 $32.65 $69.92 Rate Element Allocation ,.,„'-;� `_', Element `!` `- 0;1 Percentage Value Depreciation(ownership) '.� i,;;. 36% $2,439.00/mo Overhaul(ownership) /`— "=' 3 u 51 r6 $3,455.25/mo CFC(ownership) 6% $406.50/mo Indirect(ownership) .� 7% $474.25/mo Fuel(operating)@$3.46 Y.N, 35% $11.58/hr Revised Date: 2nd Half 2015\� t V' tt�.kk�: 1 1t l All material herein©2003-2016 Penton All rights reserved. Page 52 of 86 EquipmentWatch.. www.equipmentwatch.com All prices shown in US$ Rental Rate Blue Book® June 15,2018 Dynapac CA362D(disc.2012) Single Drum Vibratory Compactors _ ,J Size Class: r 12.0-14.9 MTons11 Weight. .,B l• .;_ 29,105 lbs. . Configuration for CA362D(disc.2012) Drum Type Smooth Drum Width 84 in Power Mode Diesel Net Horsepower 150 hp Blue Book Rates `*FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $5,105.00 $1,430.00 $360.00 $54.00 $38.35 $67.36 Adjustments Region(Washington: ($86.79) ($24.31) ($6.12) ($0.92) 98.3%) Model Year - - - - (2012: 100%) Adjusted Hourly - - - - Ownership Cost(100%) Hourly Operating Cost(100%) - Total: $5,018.21 $1,405.69 $353.88 $53.08 $38.35 $66.86 Non-Active Use Rates Hourly Standby Rate $20.24 Idling Rate $38.53 Rate Element Allocation Element • Percentage Value Depreciation(ownership) 50% $2,552.50/mo Overhaul(ownership) 29% $1,480.45/mo CFC(ownership) 9% $459.45/mo Indirect(ownership) �E 12% $612.60/mo Fuel(operating)@ 2.57 26% $10.02/hr Revised Date:1st Half 2018 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD(roseg@activeconstruction.com) All material herein©2003-2018 Penton All rights reserved. EquipmentWatchf www.equipmentwatch.com Adjustments for 20-005 in JEI Fleet May 9,2016 Tilt Deck Utility Trailers Miscellaneous Models Size Class: All Configuration for Tilt Deck Utility Trailers Number of Axles 3 Number of Tires 12 Deck Length 18'-25' Capacity 25.0 t Equipment Notes: Tow Hitch Type Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate*"' Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,190.00 $335.00 $84.00 $13.00 $4.90 $11.66 Adjustments Region ($20.23) ($5.70) ($1.43) ($0.22) (Washington: 98.3%) Model Year(2001: ($145.05) ($40.83) ($10.24) ($1.58) 87.6%) Ownership(100%) - - - - Operating(100%) - Total: $1,024.72 $288.47 $72.33 $11.20 $4.90 $10.72 Rate Element Allocation Element Percentage Value Depreciation(ownership) 47% $559.30/mo Overhaul(ownership) 28% $333.20/mo CFC(ownership) 5% $59.50/mo Indirect(ownership) 20% $238.00/mo Fuel(operating) Fuel cost data is not available for these rates. Revised Date: 2nd Half 2015 All material herein©2003-2016 Penton All rights reserved. Page 20 of 86 0 Equipmentwatch www equ ipmentwatch.com Adjustments for 95-002•in JEI Fleet May 9,2016 Zanitas Road Hog• . Custom Weight: N/A ' Configuration for Road Hog (.1 36"trench grinder N/A e Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. � v Ownership Costs \ � Estimated FHWA Rate*` ( Operating Costs Monthly Weekly Daily Hourly j Hourly Hourly Published Rates $2,500.00 $700.00 $175.00 ,.-$26:00: $35.00 $49.20 Adjustments (j� /' �,y Region(100%) - - - _ z \. _ Model Year(100%) . - - . `e. - Ownership(100%) - . - �~. Operating(100%) �`-'' - Total: $2,500.00 $700.00 r$17,�5.0~ $26.00. $35.00 $49.20. Revised Date: 2nd Half 2010 r `••. . • • • <3 c \ . 1 `' \-.--T. All material herein©2003-2016 Penton All rights-reserved. Page 73 of 86 EquipmentWatcfi� www.equipmentwatch.com Adjustments for 90-003 in JEI.Fleet May 9,2016 Portable Light Towers Miscellaneous Models • Size Class: Thru7 KW Configuration for Portable Light Towers �� • _�''`�� Horsepower 11.5 Power Mode Diesel''•, Tower Height 30 ft Number of Lights 4' �) Horsepower 11.5 s. Blue Book Rates " f '4„. **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated ope�ting coosst. cfOwnership Costs �, ' Estimated FHWA Rate** r \ Operating Costs Monthly Weekly Daily Hourly Hourly Hourly • Published Rates $1,005.00 $280.00 $70.00 i V:°, (.$1/1.00 $4.45 $10.16 Adjustments Region - - - - (Washington:100%) Model Year(2000: ($131.65) ($36.68) ($9 ($1.44) 86.9%) !;—.?�.;� Ownership(100%) - - \ / - Operating(100%) ,- - Total: $873.35 $243.32C�`^ $60.83 $9.56 $4.45 $9.41 ' "77:-. \ Rate Element Allocation <. ;; s) .� �� ✓ Element ' ``� Percentage Value Depreciation(ownership) :�.ti''„ '"'�11 39% $391.95/mo Overhaul(ownership) c`i� 52% $522.60/mo CFC(ownership) r 1�i`\ 3% $30.15/mo Indirect(ownership) e -. 6% $60.30/mo Fuel(operating)@$3.46 r:\ 23% $1.03/hr r,r Revised Date: 2nd Half 2015:: ‘" p \ All material herein©2003-2016 Penton All rights reserved. Page 64 of 86 • • e NON-OPERATED EQUIPMENT(DAILY NONOP Metal form,all heights paving,per 3.0 m 0390 $0.04 [ I (Metal form,all heights paving,per 10 If) RATES) Scaffolding, 1.5 m section,per section 0410 $0.54 DELAY FACTOR= 0.56 OVERTIME FACTOR= 1.00 (Scaffolding,5'section.per section) Note various units for different items. The following allowance is entered on Scaffolding,3.0 m section,per section 0420 $1.20 the extra work bill by using the(unit listed x number of days)in the hours (Scaffolding, 10'section,per section) worked column.The following list is limited to items with long estimated Scaffolding,4.6 in section,per section 0430 $1.59 lives. Additional traffic related items such as cones and barricades,are still listed under TRAFC in this publication. Other non-operated items with short (Scaffolding, 15'section,per section) estimated lives should be treated as materials and should not be"rented". Non Scaffolding,bottom/top section,per 1.5 m 0440 $0.75 rented items are 1)intended to be job specific(amortized over the life of the section(per 5 ft section) project)and 2)have an estimated life measured by number of uses rather than a length of time. Scaffolding,2.1 m high,rolling 0450 $1.13 (Scaffolding,7'high.rolling) MISCELLANEOUS [ MISC I Scaffolding,spider staging,plus air 0460 $24.06 Model Code Rate compressor Casing,450 mm dia,per 0.3 m(Casing, 18" 0120 $0.04 Shoring, 1.1 m deep x 2235 mm wide,per 0510 $1.24 dia,per If) section(Shoring,3.5'deep x 88"wide Casing,650 mm dia,per 0.3 m(Casing,26" 0130 $0.06 ek-pt`lrsection) dia,per If) Shoring, 1.2 m deep x 3.7 m wide box,per 0515 $11.38 Casing,900 mm dia,per 0.3 m(Casing,36" 0140 $0.09 7.3 m(Shoring,4'deepx12'wide trench dia,per lf) r 24') Casing, 1800 mm dia,per 0.3 m(Casing, 0150 $0.21 Shoring, 1.5 m deep x mm wit e,per 0520 $1.30 section(Shoring.5'deep x 88"wide trench, 72"dia.per If) per section) Casing,2400 mm dia,per 0.3 m(Casing, 0160 $0.26 Shoring,2.1 m deep x 1397 mm wide,per 0530 $1.15 96"dia,peril) section(Shoring.7'deep x 55"wide trench, Casing,2700 mm dia,per 0.3 m(Casing, 0170 $0.29 per section) 108"dia,per If) Shoring,2.1 m deep x 2235 mm wide,per 0540 $1.38 Casing,3000 mm dia,per 0.3 m(Casing, 0180 $0.39 section(Shoring,7'deepx88"wide trench, 120"dia,per lf) per secti Pile,all depths"H"pile,per 45.0 kg(Pile, 0190 $0.04 horing,2.4 m deep x 4.6 m wide,per 3.0 m 0550 $9.3 all depths"H"pile,per hundred-weight) (Shoring,8'deepx 15'wide trench box,per Pipe,250-300 mm dia,per 0.3 m(Pipe,10- 0200 $0.02 12"dia,per If) horing,2.4 m deep x 2.4 m max width,per 0560 $18.51 Plate,22 mm thick,per 9.3 sm(Plate,7/8" 0210 $1.24 7.3 m(8'deep x 8'max width trench box, thick,per 100 sl) Plate,25 mm thick,per 9.3 sm(Plate, 1" 0220 $1.42 Shoring,3.0 m deep x . bt)x, 570 $16.62 s 4.9 m(Shoring, 10'deepx8'max trench Plate,38 mm thick,per 9.3 sm(Plate, 1.5" 0230 $2.12 box,per 16') thick,per 100 sf) Shoring,3.0 m deep x 2.4 m max box,per 0580 $23.12 7.3 m(Shoring, 10'deepx8'max trench SCAFFOLDING,SHORING, [SSFW I box,per 24') FALSEWORK Wood,50 mm x255 mm,per 30.5 m(Wood, 0605 $0.16 Model Code Rate 2"x10",per 100 If) Metal form,1.8 m x3.0 m,per 14.6 m 0310 $43.23 Wood,50 mm x305 mm,per 30.5 m(Wood, 0610 $0.20 (Metal form,6x10 box culvert,per 48 If) 2"x12",per 100 lf) Metal form,2.4 m x3.7 m,per 15.2 m 0320 $47.91 Wood, 100mm xl00mm,per 30.5 m(Wood, 0615 $0.13 (Metal form,8x12 box culvert,per 50 If) 4"x4",per 100 If) Metal form,2.1111 x4.3 m,per 15.2 m 0330 $52.65 Wood,100 mm xl50 mm,per 30.5 m 0620 $0.19 (Metal form,7x14 box culvert,per 50 If) (Wood 4"x6",per 100 If) Metal form,type 25 barrier,per 3.0 m 0340 $2.63 Wood,100 mm x205 mm,per 30.5 m 0625 $0.27 (Metal form,type 25 barrier,per 10 If) (Wood,4"x8",per 100 If) Metal form,type 26 barrier,per 3.0 m 0350 $2.78 Wood,100 mm x305 mm,per 30.5 m 0630 $0.41 (Metal form,type 26 barrier,per 10 If) (Wood,4"x12",per 100 lf) Metal form,type 27 barrier,per 3.0 m 0360 $2.40 Wood,150 mm x305 mm,per 30.5 m 0635 $0.68 (Metal form,type 27 barrier,per 1010 (Wood,6"x12",per 100 lf) Wood,150 mm x455 mm,per 30.5 m 0640 $1.09 Metal form,type 50 barrier,per 3.0 m 0370 $2.59 (Wood,6"x18",per 100 If) (Metal form,type 50 barrier,per 10 If) Metal form, 1.8 m x 3.7 m girder panel,per 0380 $0.16 Wood 205 mm x405 mm,per 30.5 m 0645 $1.34 0.1 sm(6x12 girder panel,per sf) (Wood,8"x16",per 100 If) Wood,305 mm x455 mm,per 30.5 m 0650 $1.51 (Wood,8"x18",per 100 If) 21 Wood,305 mm x305 mm.per 30.5 m 0655 $1.31 PAVEMENT GRINDERS,TUNGSTEN- (Wood, 12"x12",per 100 It) CARBIDE BITS PGT-C 1 Wood form,type 27 barrier,per 2.4 m 0660 $0.28 (Wood form,type 27 barrier,per 8 If) DELAY FACTOR= 0.12 OVERTIME FACTOR= 0.90 Wide flange beam,all depths,per 45 kg 0670 $0.04 Includes watcr(but not water truck or trailer),coolant,cutting compounds and (Wide flange beam,all depths,per hundred all attachments and accessories. Replacement bits or tips are included in the wt.) rates listed below. TANK [TANK] BARBER-GREENE [ B-G J Model Code Rate Model Code Rate Tank,metal,0-2270 liters(0-600 gallons) 0710 $0.74 RX-20 0100 $170.30 Tank,metal,2270-4540 liters(600-1200 0720 $1.00 RX-30 0105 $270.33 gal) RX-40B 0110 $312.30 Tank,metal,4540-9840 liters(1200-2600 0730 $2.49 RX-50 0115 $367.37 gal) Tank,metal,22 710 liters(6000 gallons) 0740 $5.01 RX-80B 0120 $609.53 Tank,metal,28 390 liters(7500 gallons) 0750 $6.29 CATERPILLAR [ CAT ] Tan 6.66 Model Code Rate Tank,metal,37 850 liters(10000 gallons) 0770 $7.39 PM-800 0200 $476.22 TRA PR-105 0201 $83.67 Model Code Rate PR-275 0205 $228.09 PR-450 0210 $332.09 Crash cushion barrel,filled,each 0810 $I.21 PR-750 0215 $483.50 K-rail,temporary concrete barrier,per 6.1 0820 $0.48 m(201f) PR-750B 0216 $507.69 PR-1000 0220 $664.50 PAVEMENT GRINDERS,DIAMOND [ PGDIA 1 BLADES C.M.I. [ CMI J DELAY FACTOR= 0.09 OVERTIME FACTOR= 0.92 Model Code Rate Includes water(but not water truck or trailer),coolant,cutting compounds and PR-275 RT 0150 $216.57 all attachments and accessories. Replacement blades are included in the rates PR-375 0155 $275.53 listed below. PR-450 0160 $315.56 CONCUT [CCUT J PR-525 0165 $338.74 Model Code Rate PR-500FL 0170 $371.87 BC-38(136 blades) 0500 $174.43 PR-750 0175 $466.27 BC-244(187 blades) 0505 $216.60 PR-800-7 0177 $510.03 BC-1268(48 blades) 0510 $67.40 PR-1000 0180 $563.40 CUSHION CUT [CUCT ] 1NGERSOLL-RAND [ I-R 1 Model Code Rate Model Code Rate HG-130A(127 blades) 0600 $167.98 MW-175 0280 $94.99 PC-390(171 blades) 0610 $259.53 MW-250 0285 $102.95 PENHALL [PENH ] MW-250C 0286 $124.10 Model Code Rate MT-6520(crawler) 0300 $306.81 G-38(172 blades) 0800 $329.49 MW-6520 0305 $221.98 MW-6520HC 0310 $283.42 TARGET [TARG] MT-7000 0315 $387.58 Model Code Rate CG-65(41 blades) 0900 $104.05 PRM-3804(170 blades) 0905 $362.37 22 AI S fZ 7`C /' /5 REEDc. TRUCKING& EXCAVATING To Whom It May Concern, We will be adopting the traffic control plans shown in the contract plans. Please see the attached plans along with the application for the Traffic Control Plans. Thank you, 2--ire2.4. aitee;i_t- Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup,WA 98372 DEPARTMENT OF PUBLIC WORKS Transportation Division 11055 South Grady Way,5th Floor I Renton,WA 98057 1425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP)MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm,corporation,or other public/private agency to prepare a traffic control plan(TCP) and obtain city's approval of that plan when construction, repair,or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout,on 11" X 17" paper size format,which shall: • Include map(s) showing the location of the project and work area. • Be legible lettering and clear, contrasting, symbols of viewing or printing. • Must indicate street names,and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan-show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line"TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave NE Work Date: From 01/2022 To 11/2022 Work Time:Start 7:30am End 4:00pm construction company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0997 Business Address: 2207 Inter Ave Suite A city/state: Puyallup, WA Zip: 98372 Description of Work: Rebuild Road Approval By: EBe4ir Date: 01/18/2022 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121) twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District (425-204-4455)or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days(excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W.9A.36.050 Reckless Endangerment,and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims,actions,and judgments, including all costs of defense and attorney's fees incurred in defending against same,arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid,including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade,or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name,address,and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 2 of 3 Published:10/27/2021 • In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. l3�t«at 01/17/2022 App ' n�s S gnature✓ Date Tiffani Barquist Applicant's Name (Print) Pedestrian escorts required on-site for pedestrians who miss or ignore the "Sidewalk Closed" signs. - C.O.R. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 3 of 3 Published:10/27/2021 BUFFER DATA SIGN SPACING -X(11 RURAL„IO/56A. 60'65 WM Kai LONGITUDINAL BUFFER SPACE•8 RURAL ROADS as'SS LOH 50PL RURAL ROADS 8 URBAN ARTERIALS M IAO ION IRA SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 RURAL R :DENTIAL i BUSINESS MPH L. DISTRICTS L ARTERIALS 1S,10 H NV*ENGTH(feel) 155 200 250 305 360 425-A95 570 615 730 URBAN STREETS 25 MPH 011 LESS 1003 121 EllHI ALL SPACING MAY BE ADJUSTED TO ACCOMY0OATE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE •R INTERSECTIONS ANDORMEWArs In TH O S SP B Ape As REDUCED w ueSAN Ap6 To LIT HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RCAOWSVCORNTO. 9.900 TO 22,000 lbs. >22,000 Os. c 45 MPH 45-55 MPH >55 MPH <45 MPH I5-55 MPH a 55 MPH 100 123' 172 74' 100 150 copy W PROTECTIVE VEHICLE (WORK VEHICLE).R frosem lC2 Z from NW NO SPECIFIED DISTANCE REQUIRED I quadrant , j NE7thSt' I. 1 a �_ - B ID N q q N a00oMY AI m �Y • K % Y K se.TO \''• L MPp ,. 48 ,'ONE LANE AHEAD M /.' IS' CNANNELI2ATION DEVICE 1 3' u• Work w2B7A BE 3PACIIp (FEET, /' L PRCPAII� - wawa larnomi.IFWI TAPER TANDEM 1r w20.A AB' W20.1A zoneM"'°"LBW Suss ,I TO m eo ROAD 9f TO STOP 35H5 10 Tom 60 / �. ,'1r 2200 10 To 20 40 WORK ' PREPARED \ • _' \AHEAD /' \� TO STOP/ \ '. ONE LANE w20-76 1I• 1C� \\\aaaLL`lll ROAD _ _ AHFAO w20-I W2O7B • ,712 100110551 A' ROAD ROAD 00 B.II OR LESS, WORK NOTES I i I • AHEAD • \ ,'11. I ALL SIGNS ARE BLACK ON ORANGE LEGEND — W29-I 2 EXTENDING THE CHANNEUZING DEVICE TAPER ACROSS /4• SHOULDER IS RECOMMENDED FLAGGING STATION 3.NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING SEE TEMPORARY SIGN LOCATION ONE-LANE,TWO-WAY TRAFFIC CONTROL FOR AADDITIONALONS.DETAILS.THE STANDARD SPECIFICATIONS T. CI-UN NELIZING DEVICES WITH FLAGGERS ® A SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. PROTECTIVE VEHICLE NOT TO SCALE ' 616 51156.R5 R...515.2610.2.16 3AM LAO.N.I.0w03M PSIANCINat b'+lr.Rk con C•11066 La'.1.a.'wr TN• MR.<t CI.65 FM <•l11c.14. _ P1W Los n•PM ^�' FEO.YO PRQLNO. ANI v.� >,DT,TI.Y HM ` WAS, 7 Side Road Supplement To _-_' Washington Stain to add to CAG 20-065 I e......a .a..e. -- Department of Transportation—TCP _ a A LOw..L,DM. --- i REV•KIK o .....�o. `. __ `.. wtt v N SM 001 - Paint Sample �/ Phone (253) 383-5022 /VMS' Oft f&i"t S' Yt/' ,.�� Fax (253) 272-5214 ELECTRIC IIEMENIMEM Transmittal 4741 — Duvall Ave NE Subject : DUVALL AVE NE- PAINT SAMPLE To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. Transmittal Number : 4741-14 2207 Inter Ave,Suite A Spec Section No : Puyallup,WA 98372 Transmittal Date : 9/23/2021 Phone No: 253-841-4837 Type : Original Transmittal Fax No: 253-841-4816 Method Sent : Mail tbarquist@reedtrucking.com Reason For Sending : For Approval Status : To Be Submitted Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2841 Fax No: 253-272-5214 JRomito@Totemelectric.com Copy To Details none Notes Good afternoon... Please find attached color sample for poles, arms &fixtures. Please confirm RAL 9005TX is approved by signing off on this form and emailing back to me. Let me know if you have any questions thanks Please return submitted items by 10/7/2021. Signed By: Dated: 9/23/2021 t Jane Romito Purchasing Agent - f 73 I 1 LD Phone (253) 383-5022 r— Fax (253) 272-5214 CD 0110 ELECTRIC o OF TACOMA, INC.. — -- -- - Transmittal 4741 — Duvall Ave NE Subject: DUVALL AVE NE-PAINT SAMPLE To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking& Excavation Inc. Transmittal Number: 4741-14 2207 Inter Suite A Spec Section No Puyallup,WA Ave,, Suit Transmittal Date : 9/23/2021 98372 Phone No: 253-841-4837 Type : Original Transmittal Fax No:: 253-53-841-4816 Method Sent: Mail tbarqu edtrucking.com Reason For Sending : For Approval Status : To Be Submitted Return To Jane Romito Totem Electric of Tacoma Inc 2332 Jefferson Ave SUBMITTAL REVIEW Tacoma,WA 98402 Phone No:253-722-2841 X No Exceptions Taken Fax No:253-272-5214 Make Corrections Noted JRomito@Totemelectric.com Amend & Resubmit Rejected—See Remarks Copy To IMPORTANT NOTICE: This review does not relieve contractor from his Details responsibility to comply & conform with the Plans, Specification, and none Contract Documents Notes Gray&Osborne, Inc. Good afternoon... CONSULTING ENGINEERS Please find attached color sample for poles,arms&fixtures. By DRS Date 1/10/20.22 Please confirm RAL 9005TX is approved by signing off on this form and emaarng Pack to me. Let me know if you have any questions thanks Please return submitted items by 10/7/2021. Signed By: 40iittetaar) Dated: 9/23/2021 Jane Romito Purchasing Agent NMS 10 Add to this plan the Confined spaces program for vaults and CB Type 2 structures, per Special if/ikS 0-to ^ I S Ole Provision 1-07.1. We did not find reference to it. KRAContractor to be fully responsible for the safety and health of all on-site workers and compliant PEED 'c with WAG 296-089 TRUCKING& EXCAVATING SUBMITTAL REVIEW Health & Safety Plan No Exceptionsn Make Correctionstions N Noted x Amend &Resubmit Site: Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans,Specifications, and Contract Documents. • a* i General Contractor: Reed Trucking& Excavating, Inc. dray 8t 08bo e,J.Y: 2207 Inter Ave.,Suite A CONSULTING ENGINEERS Puyallup,WA 98372 1/10/22 (253)841-4837 Fax(253)841-4816 By: TLS Date: Medical Facility: Safety Plan Manager: Shawn Reed (253)405-3905/(253)841-4837 Site Safety Supervisor: Dustin Wright (360) 701-0997/(253) 841-4837 Hazardous Materials on Site: There are no known Hazardous Materials in soils 2207 Inter Ave, Suite A Puyallup,WA 98372 Phone:(253)841-4837 Fax(253) 841-4816 Reed Trucking & Excavating, Inc. Site Specific Health & Safety Plan 2022 OBJECTIVE The objective of the Health& Safety Plan for the Duvall Ave NE project is to insure a safe work environment through the identification of specific hazards, implementation of control and safety measures to protect the employees from exposure,accidents or health risks associated with the hazards while performing the work in accordance with WAC 296-843- 12005. Crew Leader-Crew Safety Meetings:On-site safety meetings will be held weekly during the duration of each job. Minutes of all safety meetings will be located in the company office for reviewing.The leader of the meeting will document attendance. If you miss a safety meeting,you are responsible for reading the minutes of that meeting and signing the bottom of the minutes that you read them. Employee's Injury Report and Incident Investigation Report form Each job site foreman will have a supply of Injury and Incident investigation report forms. II. RESPONSIBILITY A. Reed Trucking& Excavating, Inc. 's Director of Safety, Shawn Reed, is designated as the Project Safety Coordinator for the work performed by Reed Trucking& Excavating, Inc. and will assume responsibility for implementing and maintaining compliance. All employees are responsible for their safety while on the job site.All employees must maintain the work area and cooperate to prevent hazards to fellow employees.All employees must follow all local,state and federal regulations such as WISHA,OSHA and all additional safety requirements of Reed Trucking& Excavating, Inc. Employees should be using proper lifting techniques as well as safe work habits. B. Employees are responsible for reporting all accidents, injuries and unsafe conditions immediately to the designated safety direct• Orientation III. EMPLOYEE ORJ INTAT40N All employees scheduled to work on the project will be required to complete Reed Trucking & Excavating Inc. Health&Safety Plan. Specific areas to be reviewed are as follows. A. Hazard Communication 1. Report all unsafe conditions or potentially unsafe conditions 2. Report any damaged or defective equipment. B. Safety Inspection Techniques The Safety Inspection Guide must be filled out prior to the start of any project. C. Accident Procedures 1. Supervisor will take charge immediately. 2. Qualified person to administer first aid as needed. (Site Safety Supervisor) 3. Arrange for transport/call 911. 4. Contact Safety Plan Manager. 5. Fill out accident report and give to Site Safety Supervisor or Plan Manager D. Heat Stress 1. Steps taken to prevent any heat related illness. a. Where to find liquids and the encouragement of sun breaks b. Adjusting schedule to start earlier and ending when temperature outside is extreme. 2. Signs/Symptoms of heat stress a. Watch co-workers for signs b. Take the necessary actions in getting a worker help if you see them developing signs of heat stress. Move the worker to a cool,shaded area to rest,do not leave them alone. II. Loosen and remove heavy clothing that restricts the body from cooling. III. Give cool water to drink,about a cup every 15 min. IV. Fan the worker,spray with cool water,or apply a wet cloth to their skin to increase cooling. V. If worker is not feeling better in a few minutes,call 911. E. Fall Protection As outlined by WAC 296-155-24510 F. Trench Safety Employees are prohibited from entering into any trench or excavation more than four feet deep unless the sides are properly shielded,shored or sloped.The designated "competent person"Job foreman will determine what is"proper." G. Personal Protective Equipment 1. All employees shall wear a hard hat on any construction site whenever there is a potential exposure to danger of flying or falling objects to persons working or occupying the area.All employees must have their individual hard hats on site and readily available at all times. 2. Eye protection equipment shall be worn whenever machines or operations present potential eye or face injury from physical,chemical or radiation agents. 3. Earplugs are to be worn when exposed to 85 DBA and above,or as necessary for protection against any hearing hazards. 4. Fall arrest protection will be worn as outlined by WAC 296-155-24510 5. Masks will be worn when performing drilling and demolition work or when any air borne hazards are present. 6. Employees,whose duties are performed in areas and under circumstances where they are exposed to the danger of moving vehicles,shall wear 360 degree reflective work vests of highly visible materials or equivalent apparel. 7. Employees will wear no less than a short sleeved shirt, long pants and shoes.Shoes shall meet the requirements of WAC 296-155-212. 8. Employee owned equipment.Where employees provide their own protective equipment,the employer shall be responsible to assure its adequacy,including proper maintenance and sanitation of such equipment. H. Hazardous Substances 1. The Safety Director will make employees aware of any hazardous materials. MSDS sheets are required for any hazardous materials. 2. All containers must be clearly marked as to their content. I. Safe Driving Policy 1. Employees will wear seat belts at all times while in a company vehicle or on the job site. 2. Driving standards will be followed as outlined in the Accident Prevention Program distributed at the time of employment. Failure to do so may result in termination. J. Drug/Substance Abuse Policy Reed Trucking& Excavating, Inc. maintains a zero tolerance drug/substance abuse policy as stated in the Accident Prevention Program. IV. EDUCATION AND TRAINING • A. PURPOSE: Ongoing safety education programs will be provided for all employees in an effort to Increase awareness of accident cause factors;to improve team sprit by demonstrating management's concern for the individual worker to promote acceptance of safety by presenting accident prevention as a positive,desirable and integral part of all activities. B. PROCEDURE: The General Manager will provide a systematic accident prevention program for the drivers, operators,and mechanics. This program will provide on the job training in his/her work area and will familiarize each person with company and safety requirements. C. TYPES OF TRAINING Specific training will be provided for certain job tasks and types of equipment. First aid training and certification will be required for all foremen,supervisors or persons in direct charge of crews in order to assure that all employees can be afforded quick and effective first aid in them event that an injury occurs on the job. V. Disciplinary Action Reed Trucking&Excavating,Inc.believes that Health&Safety prevention plan is unenforceable without some type of disciplinary policies.Our company believes in order to maintain a safe and healthy workplace that the employees must be cognizant and aware of all Company,State and Federal safety and health regulations as they apply to specific job duties required.The following disciplinary policy is in effect and will be applied to all safety and health violations. The following steps will be followed unless in the unlikely event that the seriousness of the violation would dictate going directly to Step 2 or Step 3. 1. First Instance-Verbal warning and suspension until violation is corrected. 2. Second Instance-Written warning and sent home without pay. 3. Third Instance-Termination Reed Trucking & Excavating, Inc. Safety Inspection Guide SAFETY INSPECTION CHECK LIST DATE: Project: Job#: Inspections by: This is intended only as a reminder to look for unsafe practices,near accidents and then report them to the Safety Supervisor. (S) Indicates satisfactory (N/A)Indicates Equipment not used on job site. (U)Indicates unsatisfactory° MACHINERY 1 13 KOMATSU 250 Loader 2 CAT CB Compactor 14 KOMATSU 270 Loader 3 JD 550H Dozer 15 SAKAI Roller 4 731 Dump Truck 16 LAYMOR Sweeper 5 716 Dump Truck_ 17 INTERNATIONAL Water Truck 6 747 Dump Truck 18 ASPHALT Zipper 7 19 ZIPPER TRAILER 8 KUBOTA 161 Excavator 20 STURDYWELD 731 TRAILER 9 KOMATSU PC200 Excavator 21 TRAIL KING TRAILER 10 JD 120 Excavator 22 STURDYWELD 716 TRAILER 11 KOMATSU PC 88 Excavator 23 STURDYWELD 747 TRAILER 12 KUBOTA KX057 Excavator 24 CARGO MATE TRAILER PRESSURE EQUIPMENT S U Steam equipment Air receivers and compressor Gas cylinders&hose UNSAFE PRACTICES S U Excessive speed of vehicles Improper lifting Smoking in danger areas Horseplay Running in aisles or on stairs Improper use of air hoses Removing machine or other guards FIRST AID S U First Aid Kits stocked All injuries reported &Injury forms available FIRE PROTECTION S U Extinguishing equipment Standpipes,hoses,sprinkler heads and valves Exits,stairs and signs Storage of flammable material HOUSEKEEPING S U Disposal of waste Yards and parking lots TOOLS S U Power tools,wiring and grounding Hand tools(condition) Use and storage of tools PERSONAL PROTECTIVE EQUIPMENT S U Protective eyew ear Safety shoes,hard hats Gloves Protective clothing MATERIAL HANDLING EQUIPMENT S U Cranes and hoists Cables,ropes,chains,slings Health&Safety/Accident Prevention Plan S U Employees have a copy of Site Specific Health&Safety plan and Accident Prevention Plan Reed Trucking & Excavating, Inc. Employee Safety List Revised 2/13/09 Employee Orientation CPR exp. First Aid exp. Shawn J Reed X Dustin Wright Travis Haney REED " 2207 Inter Ave.,Ste.A G. 1- Puyallup,WA 98372 TRUCKING 6 EXCAVATING ,�/ yoci A/b•h�r Office:(253)841-4837 u.a »+Y *kw t V I&P Fax:(253)841-4816 The project will take place on Duvall Ave NE between NE 6th St and NE 12th St, no alleys will be affected. December 20, 2021 -s anticipated to entinue through RE: Duvall Ave NE Dear Resident/Business Owner, Reed Trucking&Excavating, Inc. will tart working on the Duv,11 Ave NE Project for the City of Renton. Work is scheduled to begin on January 3, 2022 and ' •. .- -- : ••.-: .t working December 2022. - . . • -• p , , -, . ,th St,NE 7th P1,NE 8th St,NE 9`h St,NE 10th St,NE 4 2th St.Although no alleys will be affected. This portion of work will include but is not limited to: grading; removal of pavement; plaining pavement; paving with asphalt; curb and gutter; drainage; illumination; HAWK signal; sidewalk; walls; adjustments to utility frames, grates, and covers; water system improvements; underground utilities; property restoration; and all other work necessary to complete the work. During this time, �ane we will have dump trucks,and heavy equipment moving about and there will be Joacillosures but, emergency access, local access, mail delivery, garbage service and pedestrian access will be `(' (_ For additional details and updates, please visit the City's project website www.rentonwa.gov/cms/one.aspx?pageld=15968716 it ar►kyyou_in zl e fou ukp4ti nnse Inc ctioperation during these e ential works. If you have any questions or comments about the project, please reel free contact us. Our Superintendent is Dustin Wright; his cell number is 360-701-0997 or contact our office at 253- 841-4837. SUBMITTAL REVIEW Yours faithfully, No Exceptions Taken X Make Corrections Noted Reed Trucking& Excavating, Inc. Amend&Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform City and G&O Comments: with the Plans, Specification, and Consider revising the project description as follows: Contract Documents. The project will take place on Duvall Ave NE between NE fith St and NE 12th St, no alleys will be affected. Gray&Osborne, Inc. Consider revising project duration to: CONSUL ING ENGINEERS begin on January 3, 2022 and is anticipated to contiune through By DRS Date: 12/22/21 December 202. Consider deleting reference to 260 working days (resident may not understand"working days") Consider changing"road"to"lane"since there is only one"road closure"/driveway entrance closure. /►ram 06r1;4- t r ej\ee Se eteicht l€ NMS 008A -Project Schedule ID j Task Task Name Duration Start Finish ISUCCeSSors 61 Qtr 1,21122 Qtr 2.2022 Qtr 3,2022 Otr 4,2022 Qtr 1,2023 _._ Ie Mode Nov Dec_-_Ian I Feb I Mar Apr 1 May I tun Jul I Aua I Sep Oct 1 Nov I Dec Ian I Feb 1 fr Duvall Avenue Ne 260 days Mon 1/10/22 Fri I1/19/2023,due to Holidays I 2 JI PCMS 275 days Mon 12/20/21 Fri j1/13/2023 3 fr Owner/Resident/Emergency notification 1 day Mon 12/20/21 Mon 12/20/21 4 Jr Traffic control 260 days Mon 1/10/22 Fri 1/6/23 5 * Mobilization 2 days Mon 1/3/22 Tue 1/4/22 II 6 Jr Class A Signs 2 days Mon 1/3/22 Tue 1/4/22 7 it Workzone C Construction 60 days Mon 1/10/22 Fri 4/1/22 43 1111-, 8 >r Survey 2 days Mon 1/10/22 Tue 1/11/22 9 erosion control 3 days Tue 1/11/22 Thu 1/13/22 II 10 sawcutting 2 days Wed 1/12/22 Thu 1/13/22 11 SUBMITTAL REVIEW rr 1 l clear and grub 4 days Fri 1/14/22 1/20/22 12,14,13 1/17/22=Noliday No Exceptions Taken 2 mr. demo 2 days Thu 1/20/22 Fri 1/21/22 15 X Make Corrections Noted l I 13 r!� Water shutdown and thrust Block notification 1 day Thu 1/20/22 Thu 1/20/22 I _ Amend&Resubmit ------ Rejected-See Remarks 14 El, Pothole Utilities 2 days Thu 1/20/22 Fri 1/21/22 15 o, install new hydrants 2 days Mon 1/24/22 Tue 1/25/22 16 IMPORTANT NOTICE:This review does not relieve the Contractor from 16 in Removal of Structures and obstructions 5 days Wed 1/26/22 Tue 2/1/22 18,17 responsibility to comply&conform 17 1.4 Storm Precon 1 day Wed 2/2/22 Wed 2/2/22 I with the Plans,Specifications,and 18 Instorm system 10 days Wed 2/2/22 Tue 2/15/22 20,21,19 Contract Documents. 19 r:, Fiber Optic notification 2 days Wed 2/16/22 I2/17/2021 I I 20I Gray8c Oeboirxne,Inc.�� Underground utilities 20 days Wed 2/16/22 �3/1Wzz I z/nh2=lbllday j - -, subgradey CONSULTING ENGINEERS 21 illumination 20 days Wed 2/16/22 a/1Wzz 22 2t RoadwayExcavation and 5 days Wed 2/23/22 Tue 3/1/22 23,29 ' ' E By: TLS Date: 1/10/22 23 in NP4 CSTC 4 days Wed 3/2/22 Mon 3/7/22 25,39,24 I & 24 se, ADA and Sidewalk Pre con 1 day? Tue 3/8/22 Tue 3/8/22 25 or,, Curb and Gutter 2 days Tue 3/8/22 Wed 3/9/22 26 26 W. Sidewalk,Ramps,DW and High walls inC D'�'y 13 days Thu 3/10/22 Mon 3/28/22 27,41 notifications 27 a►, Planning weather pending - 2 days Tue 3/29/22 Wed 3/30/22 28,42 28 r:, hma weather pending 2 days Thu 3/31/22 Fri 4/1/22 29 an Workzone A Construction 22 days? Wed 3/2/22 Thu 3/31/22 30 i; Survey 1 day Wed 3/2/22 Wed 3/2/22 11 or. Erosion control 1 day Wed 3/2/22 Wed 3/2/22 1 12 in Sawcutting 1 day Wed 3/2/22 Wed 3/2/22 33 33 r:b Clear and grub 1 day Thu 3/3/22 Thu 3/3/22 34,35 II 34 N., Demo 1 day Fri 3/4/22 Fri 3/4/22 36 35 - ra Pothole Utilities 1 day? Fri 3/4/22 Fri 3/4/22 36 In Storm system 1 day Mon 3/7/22 Mon 3/7/22 37 37 N4 Roadway Excavation and subgrade 2 days Tue 3/8/22 Wed 3/9/22 38 by 38 to, CSTC 2 days Thu 3/10/22 Fri 3/11/22 I" Task-Critical Project Summary r r Manual Task I 1 Start-only I Deadline i Project:Duvall ave. Project Sch Split Inactive Task Duration-only Finish only ] Progress Date:Mon 1/10/22 Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary 11 Inactive Summary Manual Summary I .... .1 External Milestone • Page 1 ID Task ask Name Duration Start LNoyy. I� 1Finish Successors �!1 .IQtr 1,2022 Qtr 2,2022 q[r 3,2022 Qtr 4,2022 I Qtr 1,2023 i Mode _..-._._ .—. ......... __LI1_Nov I Der Jan I Febi Ma___pr �--Ma�'—.�_Jun -1_yl ASIg I Sep.-I (M -1 Dec-_L Ian I_ Fes.-._ 39 Curb and Gutter 1 day Tue 3/8/22 Tue 3/8/22 40 40 _1 0.4 Sidewalk 1 day Wed 3/9/22 Wed 3/9/22 I vI 41 1 In Planning weather pending 1 day Tue 3/29/22 Tue 3/29/22 I _ 42 Ei Hma weather pending 1 day Thu 3/31/22 Thu 3/31/22 i' 43 >r Workzone B and E Construction 106 days Mon 4/4/22 Mon 8/29/22 67 1 t 44 fr Survey 2 days Mon 4/4/22 Tue 4/5/22 g 45 )1 Sawcutting 1 day Tue 4/5/22 Tue 4/5/22 46 71 Erosion control 3 days Tue 4/5/22 Thu 4/7/22 47 47 .Pi Clear and grub 2 days Fri 4/8/22 Mon 4/11/22 48 48 t�� Pulverize and remove asphalt 2 days Tue 4/12/22 Wed 4/13/22 49 49 an Removal of Structures and obstructions 7 days Thu 4/14/22 Fri 4/22/22 50 50 I; Demo 2 days Mon 4/25/22 Tue 4/26/22 51 51 tP* Pothole Utilities 2 days Wed 4/27/22 Thu 4/28/22 52 52 0.4 Storm system 25days Fri4/29/22 16/4/7 J 53,58,57 Is/at/z2=Holiday 53 in Water System incl.notif atos 15 days Fri 6/3/22 Thu 6/23/22 55,56,60 54 71 Cdf Fill Storm 2 days Fri 6/17/22 Mon 6/20/22 55 n Underground utilities 40 days Fri 6/24/22 Is/19/22 i 7/4=Holiday 56 In illumination 40 days Fri 6/24/22 18/19/22 I 59 57 RI Electrical system material procurement 1 day Fri 6/3/22 Fri 6/3/22 il. 58 1154 Electrical system Complete incl.salvage notification 57 days Fri 6/3/22 Mon 8/22/22 59 Ilit Signal turn on notification 5day Fri 8/19/22 1s/2s/zz I I 60 04 Roadway Excavation and subgrade 20 days Fri 6/24/22 Thu 7/21/22 61 61 in Place Recycled Asphalt 5 days Fri 7/22/22 Thu 7/28/22 62 622 a CSTC 3 days Fri 7/29/22 Tue 8/2/22 63 6-3 ! in Curb and Gutter 3 days Wed 8/3/22 Fri 8/5/22 64 ! 64 a er. Sidewalk,Ramps,DW !incl.ow closure notdiations I 8 days Mon 8/8/22 Wed 8/17/22 65 65 I mri CSTC 3 days Thu 8/18/22 Mon 8/22/22 66 66 1 ar Hma 5 days Tue 8/23/22 Mon 8/29/22 67 J " Workzone D Construction 56 days Mon 8/29/22 Mon 11/14/22 86 F 68 n Survey 2 days Mon 8/29/22 Tue 8/30/22 19 71' Sawcutting 1 day Tue 8/30/22 Tue 8/30/22 '0 71 Erosion control 2 days Tue 8/30/22 Wed 8/31/22 71 /1 1114 Clear and grub 2 days Thu 9/1/22 Fri 9/2/22 72 72 n Pulverize and remove asphalt 2 days I9/6/22 I Tue 9/6/22 73,74 I9/s/22=Holiday I 73 eit Removal of Structures and obstructions 2 days Wed 9/7/22 Thu 9/8/22 75 74 n Pothole Utilities 2 days Wed 9/7/22 Thu 9/8/22 1 \. 75 Ili Storm system 5 days Fri 9/9/22 Thu 9/15/22 76 76 i log Water System _kid.notifications I 1 day Fri 9/16/22 Fri 9/16/22 77,78,79 Task-Criical Project Summary r I Manual Task I I Start-only C Deadline 4. Project:Duvall ave. Project Sch split ,,, ,„ Inactive Task Duration-only lassiawasittissi Finish-only ] Progress Date:Mon 1/10/22 Milestone ♦ Inactive Milestone Manual Summary Rollup ter_ External Tasks Manual Progress Summary l"'"" • Inactive Summary . - Manual Summary r".. .."" I External Milestone • Page 2 ID I Task Task Name 1Duration Start Finish Successors 21 Qtr 1 2022 I Qtr 2,2022 I Qtr 3,2022 Qtr 4,2022 I ., j Qtr 1 2023 eMode _.. Nov Dec_.-_._..Jan...-s Fcb_Mar AAr,-_ -May I Jun I Jul I Aug 'I Se Oct Noy_y I Jan .I Feb 77 Underground utilities 15 days Mon 9/19/22 Fri 10/7/22 78 101 Illumination 15 days Mon 9/19/22 Fri 10/7/22 79 01 Roadway Excavation and subgrade 20 days Mon 9/19/22 Fri 10/14/22 80 80 In Place Recycled Asphalt 5 days Mon 10/17/22 Fri 10/21/22 81 81 ma CSTC 3 days Mon 10/24/22 Wed 10/26/22 82 82 sr} Curb and Gutter 2 days Thu 10/27/22 Fri 10/28/22 83 83 at Sidewalk and walls 3 days Mon 10/31/22 Wed 11/2/22 84 84 .1, CSTC 3 days Thu 11/3/22 Mon 11/7/22 85 86 , Workzone F Construction 30 days Tue 11/15/22 Mon 12/26/22 I 97 I may 85 n hma weather pending5 days Tue 11/8/22 11/1s/2z 11/11/22-Ho 37 10.1 Survey 1 day Tue 11/15/22 Tue 11/15/22 88,91 1- 38 In Sawcutting 1 day Wed 11/16/22 Wed 11/16/22 89 F 89 Roadway Excavation and subgrade 3 days Thu 11/17/22 Mon 11/21/22 90 90 1 In Extruded Curb 3 days Tue 11/22/22 111/28/22 I 92,94 11/24 adn 11/15/22=HoldlaYs 91 irragation install notification 110day I 111/02/22 I Wed 11/16/22 92 lin Irrigation 20 days I11/28/2z - 1 112/23/22 93 0 ..; Topsoil 20 days 111/28/22 I 112/23/22 1 94 0; plant delivery notification I7day I I11/21/22 I 111/28/22 I I 95 n Landscaping 20 days 122/28/22 I 112/23/22 1 96 96 , Hydroseeding 2 days Fri 12/23/22 I1/03/23 1 12/26/22-1/2/23 are non-working days In ! 97 s. Pavement Markings and Sins 8 days1/03/23 1/12/23 duestmas to C snmas,the Years Darter i 9 9 I 1 1 I 'i. Christmas and New Years Day 1-11 98 in paint line Layout notification 14 day I I12/20/22 1112/23/22 I i 99 0, Permanent Signing 8 days 11/3/2023 ( 11/12/2023 I M 100 In Remove Markings 8 days 11/3/2023 I 11/12/2023 I og 101 me, Paint Lines 8 days 11/3/2023 I 11/II/2023 I 102 mr. Plastic markings 8 days 11/3/2023 I 11/12/2023 I 103 E 103 or. Substantial Completion 1 day 11/13/2023 I I1/13/2o23 f 104 � Punchlist i6days 11/14/2023 I 1/19/2023 , 105 2t, 07 08 l A 109 fir, 110 A Task-Critical - Project Summary r I Manual Task IIIIIIIIIIIIIIIIIIIIIIIIIIII Start-only L Deadline 4 Project:Duvall ave. Project Sch Split ..............r... Inactive Task Duration-only linillinnli Finish-only 3 Progress Date:Mon 1/10/22 Milestone ♦ Inactive Milestone Manual Summary Rollup asiman External Tasks Manual Progress Summary I '''''' ''1 Inactive Summary Manual Summary ^ External Milestone • Page 3 c/K-3 A14- f ec* re%eAt. ..e D ask ask Name I 5 day written notice to Duration Stan finish ]Predecessors air I.2022 Qtr 2,2022 Qtr 3,2022 Qua.2022 Qtr' tr i Mode - ! Ogs. No 1 Feb I Mar . Apr t May I tun I Jul _ Aug I Sep I Oct I Nov I Dec lu• .roperty owners/residents 1 1► Duvall Avenue Ne 260 days Mon 1/3/22 Fri 12/30/22 �Nev— prior to commencement of -•r�I YY`rYY-YY`l,��Y YY� 2 Jt Mobilization the work _ 4 days Mon 1/3/22 Thu 1/6/22 I Pose identifyPath act/vibes iy -3 3 # Class A Signs 2 days Mon 1/3/22 Tue 1/4/22 A X_ 4 AWorklzoneC Construction 60days Mon1/3/22 Fri 3/25/22 3 1 / 5 >► Traffic control 60 days Mon 1/3/22 Fri 3/25/22 Y t —Y-`r r- .1.- 'for all Workzones,PC MS shall provide notice 10 days 6 PCMS 1pY d Glowftl` 60 days Mon 1/3/22 Fri 3/25/22 Ir ! othokng for Worstrk Ak araa 2 days Tue 1/4/22 Wed 1/5/22 i-A� • j �sures. Adjust start dab as needed. a one C erosion control 72 hour written notice to 3 days Wed 1/5/22 Fri 1/7/22 ■ 9 ft sawcutting` �rmergency personnel for 2 days Thu 1/6/22 Fri 1/7/22 1-n • rc v < Y YYY"Y`if lane closure(at Workzones) clear and grub 4 days Mon 1/10/22 Thu 1/13/22 9 Please note,below holidays are nonworking days(WSDOT 1-08.5). 4 ater main shutoff required? ( Adjust duration of activities as needed. 4g day notice prior .emo 2 days Fri 1/14/22 Mon 1/17/22 10 , } 4 fall provide 10 day notice of shutoff + toss Time for camylc un 4 install ne drants 2 days Tue 1/18/22 Wed 1/19/22 11 s aN Workzones as required) n.c �a o-e..y t3 'emoval of Str es and obstructions 5 days Thu 1/20/22 Wed 1/26/22 12 °h�c°n°"`� `�°°°`�`� vans days rme Cnr Fws�su as otenaM da pl.Fagr zcdarc.wn , 4 . msystem WorkirgDaynoticeforThrustBlock Thu1/27/22 Wed2/9/22 13 SWAMI:aseE.e a..uce Wonted nsa �k+.n no K �m nsta8ation. 1 WDnotieefarbaGefdl an emote ceterm.enxnerkene no,A,cnaon;ncda%edernedasavc.n,., t Storm Underground utilities Thu2/10/22 Wed3/9/22 14 man d.,n.nennecnv:.,«ny crypt: �o•.°nd� 4 Preconstruetion nspection(all Workzones,as required) cry nae.aua.0 S.pgraarl -Alle,a p.ma<atre:enuaan Illumination .uuon Thu2/10/22 Wed3/9/22 Saw a, w w... w sodaareas0eSinlMaeSeyfeesarv.Menu el Cue , Field Meeting hay a lam.Des.1.._....e,11 ma,azevng Car,.he day after Thar*.yert a.d Roadway Excavation and subg 4 hour notice for Thu 2/17/22 Wed 2/23/22 oesm,as Daa.wave,an,of crew rwcays fa.s a s..mr.am do ,ns Waralav Snit 18 1 CSTC ledrice'Inspector(all T u 2/24/22 Tue bacon,* rom p... p n. Mown fabanasae peace, .dar.u.wernday orkzones,asr vied 1/22 17 umae.ar10 a na.danorupw.xargea<!Redarobebene.oecemberaanu.ao.ansearte , 19 re` Curb and Gutter day notice for /2/22 18 denial n„ :Bo e * riveway closure(all ' 20 ,r Aidewalk,Ramps,DW and High walks 13 days Dons) /21/22 19 Jk_A A a_ ADA Ramps / Planning weather -rig days Tue 3/22/22 Wed 3/23/22 20 Preconstruction J idewalk Preconstruction field meeting lima weather pending ting and door days Thu 3/24/22 Fri 3/25/22 21 SUBMITTAL REVIEW ., Workzone A Construction angers(all Workzones) 0 days Fri 2/25/22 Thu 3/24/22 24 JP Traffic control 0 days Fri 2/25/22 Thu 3/24/22 No Exceptions Taken Make Corrections Noted 25 >t' PCMS 20 days Fri 2/25/22 Thu 3/24/22 X Amend&Resubmit 26 0 Survey 1 day Fri 2/25/22 Fri 2/25/22 8 Rejected-See Remarks 27 >• Erosion control 1 day Fri 2/25/22 Fri 2/25/22 I ;! _ , IMPORTANT NOTICE:This review 28 ft Sawcutting 1 day Fri 2/25/22 Fri 2/25/22 I. does not relieve the Contractor from 29 * Clear and grub Posg for Work— 1 day Mon 2/28/22 Mon 2/28/22 28 responsibility to comply 8 conform i with 30 0 Demo A 1 day Tue 3/1/22 Tue 3/1/22 29 the Plans.Speafications,and 0 Storm system 1 day Wed 3/2/22 Wed 3/2/22 30 Con Contract Docurients. # Roadway Excavation and subgrade 2 days Thu 3/3/22 Fri 3/4/22 31 �ivasy 1. 33 0 CSTC 2 days Mon 3/7/22 Tue 3/8/22 32 mxs..ulnc F.beribble5 34 JI Curb and Gutter 1 day Wed 3/2/22 Wed 3/2/22 18 81 By- TLS/DRS paw- 12/28/21 35 0 Sidewalk 1 day Thu 3/3/22 Thu 3/3/22 34 36 0 Planning weather pending 1 day Tue 3/22/22 Tue 3/22/22 20 1� 3.7 # Hma weather pending 1 day Thu 3/24/22 Thu 3/24/22 21 r ' it Workzone B and E Construction 106 days Mon 3/28/22 Mon 0/22/22 37 / / Task 11111111M11 Project Summary r—"-----'-"I Manual Task I I Start-only C Deadline i Project Duvall ave. Project Sch Split Inactive Task Duration-only Finish-only ] Progress Date Fri 12/10/21 Milestone ♦ Inactive lit estone Manual Summary Rollup External Tasks Manua P,_3-ess Summary 1. 1 Inactive Summary 1 I Manual Summary I 1 External Milestone Page 1 ID f Task limit Name Duration 15tart {finish Predecessors ov 1.2022 Qv 2.2022 Qtr 3.2022 Qtr4 2022 Qtr 1.20 0 (Mode I Dec I ran I Feb I Mar RP I May I ,tan I NI ag I Sep I Oct' 1 Nov. I Dec I tan I 39 I re Traffic control 4 day notice to 105 days Mon 3/28/22 Fri 8/19/22 40 I fr PCMS .intenance Shop for 105 days Mon 3/28/22 Fri 8/19/22 41 �t Survey •.terial of salvaged 2 days Tue 3/29/22 Wed 3/30/22 I Potholing Sawcutting 1 day Wed 3/30/22 Wed 3/30/22 Zone B and E - Erosion contro .Working Days notice 3 days Wed 3/30/22 Fri 4/1/22iii 44 f Clear and gr . or signal turn on 2 days Mon 4/4/22 Tue 4/5/22 43 45 s Pulverize a ;r ove asphalt 2 days Wed 4/6/22 Thu 4/7/22 44 46 : A. Removal, uctures and obstructions 7 days Fri 4/8/22 Mon 4/18/22 45 47 j 0 Demo 2 days Tue 4/19/22 Wed 4/20/22 46 48 I Cdf Fil •rm 2 days Thu 4/21/22 Fri 4/22/22 47 rldon storm tor, em 25 days Mon 4/25/22 Fri 5/27/22 48 i new storm is Istructed W. • System 15 days Mon 5/30/22 Fri 6/17/22 49 1 /•erground utilities 40 days Mon 6/20/22 Fri 8/12/22 50 52 1 ummation 40 days Mon 6/20/22 Fri 8/12/22 50 53 ,t Electrical system Complete 57 days Mon 5/30/22 Tue 8/16/22 49 \UMMIIIIIIII 54 I Roadway Excavation and subgrade 20 days Mon 6/20/22 Fri 7/15/22 50 55 A Place Recycled Asphalt 5 days Mon 7/18/22 Fri 7/22/22 54 56 if CSTC 3 days Mon 7/25/22 Wed 7/27/22 55 57 fr Curb and Gutter 2 days Thu 7/28/22 Fri 7/29/22 56 III` 58 fr Sidewalk,Ramps,DW and High walls 8 days Mon 8/1/22 Wed 8/10/22 57 1 i 59 0 CSTC 3 days Thu 8/11/22 Mon 8/15/22 58 Al 6o f Hma high walls are in 5 days Tue 8/16/22 Mon 8/22/22 59 a 61 A Workzone D Construction ones B and 56 days Tue 8/23/22 Tue 11/8/22 60 . 1 62 fr Traffic Control .see work zone 55 days Tue 8/23/22 Mon 11/7/22 IIMMIIIIIIIIIIIMINIOI 63 { PCMS 55 days Tue 8/23/22 Mon 11/7/22 64 t Survey 2 days Wed 8/24/22 Thu 8/25/22 ■ 65 r Sawcutting 1 day Thu 8/25/22 Thu 8/25/22 1 66 ♦ Erosion control 2 days Thu 8/25/22 Fri 8/26/22 1, 67 rr Clear and grub 2 days Mon 8/29/22 Tue 8/30/22 66 1. 68 f Pulverize and remove asphalt 2 days Wed 8/31/22 Thu 9/1/22 67 ri '9 fr Removal of Structures and obstructions 2 days Fri 9/2/22 Mon 9/5/22 68 IT 1 .fr Storm system 5 days Tue 9/6/22 Mon 9/12/22 69 iil •I 1 Water System 1 day Tue 9/13/22 Tue 9/13/22 70 72 othdirug for Wok z► Underground '-es one D 15 days Wed 9/14/22 Tue 10/4/22 71 73 ,► illumination ---- 15 days Wed 9/14/22 Tue 10/4/22 71 74 I ! Roadway Excavation and su Wals in advance 20 days Wed 9/14/22 Tue 10/11/22 71 &MII, 75 0 Place Recycled Asphalt Jof Utility 5 days Wed 10/12/22 Tue 10/18/22 74 a, 076 f CSTC undergrourtdingr 3 days Wed 10/19/22 Fri 10/21/22 75 vaults Task r Protect Summary I —I Manual 73sk I I Stan-only I Deadline 4 Project Duvall ave. Project Sch Split inactive cask Duration-only Finish-only I Progress Date:Fri 12/10/21 Milestone ♦ Inactive Miestone Manual Summary Rdlup .iiii. External Tasks Ma,a Progress ---- Summary Ire i Inactive Summary I -- I Manual Summary I1 External Milestone Page 2 ID ]ask !Task Name Duration Start Finish Predecessors err 1.2022 Qtr 2.2022 Qtr 3.2022 II Qtr 4,2022 Qtr 1.20 0 Mode !, Dec Fr i' May May 1 Jun MII Aug see 1 011, N I Dec Sin_I 77 at Curb and Gutter 1 day Mon 10/24/22 Mon 10/24/22 76 78 at Sidewalk 3 days Tue 10/25/22 Thu 10/27/22 77 79 at CSTC 3 days Fri 10/28/22 Tue 11/1/22 78 1 80 Ahma weather pending 5 days Wed 11/2/22 Tue 11/8/22 79 a.. 81 >• Workzone F Construction 30 days Wed 11/9/22 Tue 12/20/22 80 0111 82 2► Traffic Control 30 days Wed 11/9/22 Tue 12/20/22 Itakwillis-i 83 >♦ PCMS 30 days Wed 11/9/22 Tue 12/20/22 I--wornw.4 84 >• Survey 1 day Thu 11/10/22 Thu 11/10/22 Si 85 1/ Sawcutting 1 day Fri 11/11/22 Fri 11/11/22 84 t' 10 calendar day 86 fr Roadway Excavation and subgrade dice poor to 3 days Mon 11/14/22 Wed 11/16/22 85 I -' 0 Extruded Curb rrigation installation 2 days Thu 11/17/22 Fri 11/18/22 86 T I fr Irrigation week notice prior to 20 days Mon 11/21/22 Fri 12/16/22 87 T i s9 >r Topsoil nt material delivery 20 days Mon 11/21/22 Fri 12/16/22 90 0 Landscaping 20 days Mon 11/21/22 Fri 12/16/22 I ii• 91 i♦ Hydroseeding 2 days Mon 12/19/22 Tue 12/20/22 90 i 92 >r Pavement Markings and Signs 7 days Wed 12/21/22 Thu 12/29/22 91 93 >r Traffic control 7 days Wed 12/21/22 Thu 12/29/22 94 0 PCMS 2 day notice for 7 days Wed 12/21/22 Thu 12/29/22 driveway closure(all 95 1• Permanent Si ng Workzorles) 7 days Wed 12/21/22 Thu 12/29/22 96 0 Remove Markings 7 days Wed 12/21/22 Thu 12/29/22 97 fr Paint Lines 7 days Wed 12/21/22 Thu 12/29/22 98 A Plastic markings 8 hour notice prior to 7 days Wed 12/21/22 Thu 12/29/22 1 99 it Substantial Completion e-mark 1 day Fri 12/30/22 Fri 12/30/22 98 too A hannelization 101 .ilk 102 A 103 A 104 ilk 105 A 106 A Task trTO Project Summary T"' I Manual Task MlliNallninnlig Start-only C Deadline a Project:Duvall ave. Project 5ch split Inactive Task Duration-only r Finish-only 3 Progress Date:Fri 12/10/21 Milestone ♦ Inactive Milestone Manual Summary Runup External Tasks Y 1•111111111 Manual Progress Summary 1�I Inactive Summary I I Manual Summary ,, External Milestone 0 Page 3 AIMS 0 o 7 NM; 7 Project Sign Review Order Layout Form SUBMITTAL REVIEW Date: 12-8-2021 Customer name: Reed Trucking No Exceptions Taken x Make Corrections Noted Salesperson: DOE Estimate #: 45054 Account#: Amend &Resubmit Rejected-See Remarks — IMPORTANT NOTICE:This review does not relieve the Contractor frc m responsibility to comply&conforrr Use Revised Format, with the Plans, Specifications, and attached Contract Documents. 96 in IWO Gray 8z Osborn,LOC. CONSULTING ENGINEERS D UVALL AVE N By: TLS Date:: 2/ 5/21 k...111a1 .s •DE PARTMEti a) COST $5,218,1 . ' - Ego 5caee ngcoc G FUNDING SOURCE . 'CAL CI UNDS u, o WASHINGTON ST a _P 'ARTMENT OF ECOLOGY N STORMWATER G ' ' N ENGINEER: PARA I ' - IX PUYALL b - ASHINGTON " FOR INFORM A - PLEASE CONTAC N CITY OF R- ON - (425) 430-6501 N CONT: OR: REED TRUCKING & EXCAVATIN t N ` _i �i ❑Customer approval: (any changes once approved may incur additional charges) Sheeting type: Product type: 0 Custom sign 0 Sign face 0 Street name sign 0 Stencil 0 Standard Substrate: Overlay: Face appearance Production notes ❑Single faced Face print Fabrication Font: ❑Double faced 0 Silk screen 0 Router ❑Standard highway color 0 Logo(below) 0 Digital print 0 Metal fab ❑Custom color(required below) Type: ❑ EC film 0 Pre fab PMS color: PMS color: 0 Paint *All colors are standard traffic colors unless requested otherwise ZLI, 1A R ARIZONA 17833 N.106th Avenue I Glendale,AZ 85307 1623-931-7446 CALIFORNIA 9719 Santa Fe Springs Road I Santa Fe Springs,CA 90670 1562-941-4633 WASHINGTON 112015 Steele Street South I Tacoma,WA98444 1253-536-7740 INFOPZUMAR.COM I ZUMAR.COM Rev.10/15 Revised Format 8'-0" < ' NOTES: 1. PAINTING.THE FACE AND EDGES OF THE 2"x4"Diagonal Brace 'r4INCH PLYWOOD SIGN BOARD SHALL / D.F.Std.&Btr.(TYP.) HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL.THE POSTS, A BRACES AND BACK OF SIGN BOARD o tr° F •-. SHALL HAVE ONE COAT OF PRIMER AND DUVALDUVALL AVENUE Nt-}_, 5" EXTERIOR ENAMEL.THE BACKGROUND L COLOR IS WHITE. 2. LETTER TYPES.THE LETTER TYPE SHALL i i r�' t�C, 11 �r ' _ BE CALIBRI EXCEPT THE LOGOS WHICH CON I RACTOR. REELJ,TRUCK1NV & EXCAVATING-_. _ 3w WILL BE PROVIDED BY THE CITY.ALL Z LETTERS AND NUMBERS,SHALL BE 4 -o CONTRACT AMOUNT;$5,218,172 — Z` BLACK. ' I, SCHEDULE. WINTER2O22 TO SUMMER2023 3 3. LETTER SIZE.5"LETTERS ARE 5/8"WIDE; 4"LETTERS ARE 1/2"WIDE,3"LETTERS INFO: WWW,R 'JTONWA.G UVALL 3 Z ARE 3/8"WIDE,2"LETTERS ARE 1/4" 0 �, -� (A )� $ 4.2 EA ProjectSigns Required ecocoer equ' z^ A '\k\ 1'-0" .< %i \ ,� i i `___ a° 4'x8'Exterior Plywood /( t— 5 \ (Smooth both sides,ABX) Above 4"x4"x12' Vertical Posts, Rdwy (Min) Treated(TYP.) 3'-0" (Min) r REED C TRUCKING S EXCAVATING IV/4$' 00-E TEJL To Whom It May Concern, Reed Trucking& Excavating, Inc. would like to adopt the TESC shown on the SP sheets in the contract. Thank you, SUBMITTAL REVIEW x No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks Tiffani Barquist IMPORTANT NOTICE:This review does not relieve the Contractor from 2i S - responsibility to comply&conform with the Plans, Specifications, and Contract Documents. Contract Administrator Reed Trucking& Excavating, Inc. Gray&Osborne, Inc. CONSULTING ENGINEERS 2207 Inter Ave Suite A By: TLS Date: 12/2/21 Puyallup, WA 98372 City of Renton ,'/fi$ L / �G'c' '• Duvall Ave NE CAG 20-065 Lump Sum Items Bid Item Bid Item Description Bid Item Total Activities Dollar value Al SPCC Plan $500.00 Upon Approval $500.00 A2 MOB $400,000.00 See WSDOT 1-09.7 for payment breakdown $400,000.00 A3 Min Bid Req-Type B Progess Schedule $10,000.00 See S.P. 1-08.3(5) for breakdown $10,000.00 75%monthly payment X working days; 25% upon A4 Project Red Line Drawings $13,000.00 completion $13,000.00 A5 Contractor Surveying $50,000.00 Percentage of work complete or upon completion Start Up/MOB Percentage of work complete or upon completion $6,500.00 Saw Cut Limits Percentage of work complete or upon completion $4,700.00 HVF Percentage of work complete or upon completion $4,700.00 Storm/Sanitary Sewer Percentage of work complete or upon completion $5,300.00 Water Main Percentage of work complete or upon completion $1,900.00 Utility Vaults Percentage of work complete or upon completion $2,900.00 Curb/Edge Pavement Percentage of work complete or upon completion $11,000.00 Walls Percentage of work complete or upon completion $1,600.00 Illumination/Traffic Signals Percentage of work complete or upon completion $5,400.00 Final Channelization/Signs Percentage of work complete or upon completion $3,500.00 Monuments Percentage of work complete or upon completion $2,500.00 $50,000.00 75$%for ADA survey X work complete;25%for ADA A6 ADA Features Surveying $9,000.00 measurements completed $9,000.00 25%plan submittal; 75% implementation/updates A9 Covid-19 Health and Safetly Plan $1,500.00 (monthly payment X working days) $1,500.00 A10 Other Temp Traffic Control $48,000.00 Monthly Payment X working days $184.62 $48,000.00 All Traffic Control Supervisor $50,000.00 Monthly Payment X working days $192.31 $50,000.00 A21 Removal of Structure& Obstructions $50,000.00 Percentage of work complete or upon completion $50,000.00 A62 Television Inspection $9,000.00 Percentage of work complete or upon completion $9,000.00 Erosion Control &Water Pollution A63 Prevention $20,000.00 Monthly Payment X working days $20,000.00 A68 Plants for Landscaping $77,000.00 Percentage of work complete or upon completion $77,000.00 A71 Irrigation System Restoration $6,000.00 Percentage of work complete or upon completion $6,000.00 A72 Irrigation System $32,000.00 Percentage of work complete or upon completion $32,000.00 A85 Electrical System,Complete $825,000.00 Install Light Pole Foundation $180,000.00 Install foundation for relocated flashing beacon pole $15,500.00 Install new light std and fixture $254,000.00 Install foundation for relocated signal pole $11,000.00 Relocate existing signal pole $1,500.00 Relocate flashing beacon pole $1,500.00 Install conc pad for service or controller $3,500.00 Relocate controller or service $3,500.00 Install solar powered radar sign $33,000.00 Install conduit and boxes per trench foot $205,879.00 Install system wire and terminations $27,821.00 Lot demo existing components $6,000.00 Lot testing and splicing $1,800.00 Subcontractors MOB-Totem $80,000.00 $825,000.00 A86 Permanent Signing $14,000.00 Percentage of work complete or upon completion $14,000.00 A87 Removing Pavement Markings $2,700.00 Percentage of work complete or upon completion $2,700.00 B1 Mobilization and Demolition $15,000.00 See WSDOT 1-09.7&SP 7-16.1(1)for payment $15,000.00 B2 Trench Safety Systems $2,000.00 Percentage of work complete or upon completion $2,000.00 Stormwater Pollution Prevention Plan and B20 Implementation $1,000.00 Percentage of work complete or upon completion $1,000.00 C1 SPCC Plan $500.00 100% Upon Approval $500.00 C2 Mobilization $10,000.00 See WSDOT 1-09.7 for payment breakdown $10,000.00 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend &Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications,and Contract Documents, • Grew tic Osborne, z CONSULTING ENGINEERS By MB Date: 2/4/22 City of Renton NMS. roc( LS G'rrakd'6/1 Duvall Ave NE CAG 20-065 Lump Sum Items Bid Item Bid Item Description Bid Item Total Activities Dollar value Al SPCC Plan $500.00 Upon Approval $500.00 A2 MOB $400,000.00 See WSDOT 1-09.7 for payment breakdown $400,000.00 A3 Min Bid Req -Type B Progess Schedule $10,000.00 See S.P. 1-08.3(5) for breakdown $10,000.00 75% monthly payment X working days; 25% upon A4 Project Red Line Drawings $13,000.00 completion $13,000.00 A5 Contractor Surveying $50,000.00 Percentage of work complete or upon completion $50,000.00 75$%for ADA survey X work complete; 25%for ADA A6 ADA Features Surveying $9,000.00 measurements completed $9,000.00 25% plan submittal; 75% implementation/updates A9 Covid-19 Health and Safetly Plan $1,500.00 (monthly payment X working days) $1,500.00 A10 Other Temp Traffic Control $48,000.00 Monthly Payment X working days $184.62 $48,000.00 All Traffic Control Supervisor $50,000.00 Monthly Payment X working days $192.31 $50,000.00 A21 Removal of Structure&Obstructions $50,000.00 Percentage of work complete or upon completion $50,000.00 A62 Television Inspection $9,000.00 Percentage of work complete or upon completion $9,000.00 Erosion Control &Water Pollution A63 Prevention $20,000.00 Monthly Payment X working days $20,000.00 A68 Plants for Landscaping $77,000.00 Percentage of work complete or upon completion $77,000.00 A71 Irrigation System Restoration $6,000.00 Percentage of work complete or upon completion $6,000.00 A72 Irrigation System $32,000.00 Percentage of work complete or upon completion $32,000.00 A85 Electrical System, Complete $825,000.00 Install Light Pole Foundation $180,000.00 Install foundation for relocated flashing beacon pole $15,500.00 Install new light std and fixture $254,000.00 Install foundation for relocated signal pole $11,000.00 Relocate existing signal pole $1,500.00 Relocate flashing beacon pole $1,500.00 Install conc pad for service or controller $3,500.00 Relocate controller or service $3,500.00 Install solar powered radar sign $33,000.00 Install conduit and boxes per trench foot $205,879.00 Install system wire and terminations $27,821.00 Lot demo existing components $6,000.00 Lot testing and splicing $1,800.00 Subcontractors MOB -Totem $80,000.00 $825,000.00 A86 Permanent Signing $14,000.00 Percentage of work complete or upon completion $14,000.00 A87 Removing Pavement Markings $2,700.00 Percentage of work complete or upon completion $2,700.00 B1 Mobilization and Demolition $15,000.00 See WSDOT 1-09.7&SP 7-16.1(1)for payment $15,000.00 B2 Trench Safety Systems $2,000.00 Percentage of work complete or upon completion $2,000.00 Stormwater Pollution Prevention Plan and B20 Implementation $1,000.00 Percentage of work complete or upon completion $1,000.00 C1 SPCC Plan $500.00 100% Upon Approval $500.00 C2 Mobilization $10,000.00 See WSDOT 1-09.7 for payment breakdown $10,000.00 SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Gray &Osborne, Inc.. CONSULTING ENGINEERS By: DRS Date:1/13/2022 City of Renton S '55 11 s L 5 fie�-�k ti Duvall Ave NE CAG 20-065 Lump Sum Items Bid Item Bid Item Description Bid Item Total Activities Dollar value Al SPCC Plan $500.00 Upon Approval $500.00 A2 MOB $400,000.00 See WSDOT 1-09.7 for payment breakdown $400,000.00 A3 Min Bid Req -Type B Progess Schedule $10,000.00 See S.P. 1-08.3(5) for breakdown $10,000.00 75% monthly payment X working days; 25% upon A4 Project Red Line Drawings $13,000.00 completion $13,000.00 A5 Contractor Surveying $50,000.00 Percentage of work complete or upon completion $50,000.00 75$%for ADA survey X work complete;25%for ADA A6 ADA Features Surveying $9,000.00 measurements completed $9,000.00 25% plan submittal; 75% implementation/updates A9 Covid-19 Health and Safetly Plan $1,500.00 (monthly payment X working days) $1,500.00, A10 Other Temp Traffic Control $48,000.00 Monthly Payment X working days $184.62 $48,000.00 All Traffic Control Supervisor $50,000.00 Monthly Payment X working days $192.31 $50,000.00 A21 Removal of Structure&Obstructions $50,000.00 Percentage of work complete or upon completion $50,000.00 A62 Television Inspection $9,000.00 Percentage of work complete or upon completion $9,000.00 Erosion Control &Water Pollution A63 Prevention $20,000.00 Monthly Payment X working days $20,000.00 A68 Plants for Landscaping $77,000.00 Percentage of work complete or upon completion $77,000.00 A71 Irrigation System Restoration $6,000.00 Percentage of work complete or upon completion $6,000.00 A72 Irrigation System $32,000.00 Percentage of work complete or upon completion $32,000.00 A85 Electrical System, Complete $825,000.00 Install Light Pole Foundation $180,000.00 Install foundation for relocated flashing beacon pole $15,500.00 Install new light std and fixture $254,000.00 Install foundation for relocated signal pole $11,000.00 Relocate existing signal pole $1,500.00 Relocate flashing beacon pole $1,500.00 Install conc pad for service or controller $3,500.00 Relocate controller or service $3,500.00 Install solar powered radar sign $33,000.00 Install conduit and boxes per trench foot $205,879.00 Install system wire and terminations $27,821.00 Lot demo existing components $6,000.00 Lot testing and splicing $1,800.00 Subcontractors MOB-Totem $80,000.00 $825,000.00 A86 Permanent Signing $14,000.00 Percentage of work complete or upon completion $14,000.00 A87 Removing Pavement Markings $2,700.00 Percentage of work complete or upon completion $2,700.00 ,YYYYY Bid Item Breakdown B1 Mobilization and Demolition WSDOT 1-09.7&SP 7-16.1 (1)for payment B2 Trench Safety Systems Percentage of work complete or upon completion B20 Stormwater Pollution Prevention Percentage of work complete or upon completion SUBMITTAL REVIEW I, C1 SPCC Plan 100% Upon approval No Exceptions Taken C2 Mobilization WSDOT 1-09.7 for payment X Make Corrections Noted Amend & Resubmit ,��_� Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Gray 8r Osborne, Inc. CONSULTING ENGINEERS By: DRS Date:1/6/2022 City of Renton ,v�' '`i y - L.r l' 'L'- iced Duvall Ave NE CAG 20-065 Lump Sum Items Bid Item Bid Item Description Bid Item Total Activities Dollar value Al SPCC Plan $500.00 Upon Approval $500.00 A2 MOB $400,000.00 Bo+td— _$367 See WSDOT 1-09.7 for payment breakdown ,S.3.63,40570e A3 Min Bid Req-Type B Progess Schedule $10,000.00 See S.P. 1-08.3(5)for breakdown $10,000.00 75%monthly payment X working days; 25%upon A4 Project Red Line Drawings $13,000.00 completion $13,000.00 AS Contractor Surveying $50,000.00 Percentage of work complete or upon completion $50,000.00 75$%for ADA survey X work complete;25%for ADA A6 ADA Features Surveying $9,000.00 measurements completed $9,000.00 25%plan submittal; 75%implementation/updates A9 Covid-19 Health and Safetly Plan $1,500.00 (monthly payment X working days) $1,500.00 A10 Other Temp Traffic Control $48,000.00 Monthly Payment X working days $184.62 $48,000.00 All Traffic Control Supervisor $50,000.00 Monthly Payment X working days $192.31 $50,000.00 A21 Removal of Structure&Obstructions $50,000.00 Percentage of work complete or upon completion $50,000.00 A62 Television Inspection $9,000.00 Percentage of work complete or upon completion $9,000.00 Erosion Control&Water Pollution A63 Prevention $20,000.00 Monthly Payment X working days $20,000.00 A68 Plants for Landscaping $77,000.00 Percentage of work complete or upon completion $77,000.00 A71 Irrigation System Restoration $6,000.00 Percentage of work complete or upon completion $6,000.00 A72 Irrigation System $32,000.00 Percentage of work complete or upon completion $32,000.00 A85 Electrical System,Complete $825,000.00 Install Light Pole Foundation $180,000.00 Install foundation for relocated flashing beacon pole $15,500.00 Install new light std and fixture $254,000.00 Install foundation for relocated signal pole $11,000.00 Relocate existing signal pole $1,500.00 Relocate flashing beacon pole $1,500.00 Install conc pad for service or controller $3,500.00 Relocate controller or service $3,500.00 Install solar powered radar sign $33,000.00 Install conduit and boxes per trench foot $205,879.00 Install system wire and terminations $27,821.00 Lot demo existing components $6,000.00 Lot testing and splicing $1,800.00 Subcontractors MOB-Totem $80,000.00 $825,000.00 A86 Permanent Signing $14,000.00 Percentage of work complete or upon completion $14,000.00 A87 Removing Pavement Markings $2,700.00 Percentage of work complete or upon completion $2,700.00 '�YYY Did Item Breakdown B1 Mobilization and Demolition WSDOT 1-09.7&SP 7-16.1 (1)for payment B2 Trench Safety Systems Percentage of work complete or upon completion B20 Stormwater Pollution Prevention Percentage of work complete or upon completion SUBMITTAL REVIEW C1 SPCC Plan 100% Upon approval No Exceptions Taken C2 Mobilization WSDOT 1-09.7 for payment X Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Grimy 8E Oshoorrke,Ingo. CONSULTING ENGINEERS By: DRS Date: 12/20/21 City Renton p 00- t $ /p(k� � Duvallll Ave NE ,/� CAG 20-065 Lump Sum Items Bid Item Bid Item Description Bid Item Total Activities Dollar value Al SPCC Plan $500.00 Upon Approval $500.00 A2 MOB $400,000.00 Bond See WSDOT 1-09.7 for payment $36,595.00 Per WSDOT Spec breakdown for Items AZ B1 and C2 $363,405.00 A3 Min Bid Req-Type B Progess Schedule $10,000.00 tipan-AtiSee S.P. 1-08.3(5)for breakdown' $10,000.00 A4 Project Red Line Drawings $13,000.00 1175% monthly payment X working days;25%for upon completion10 A5 Contractor Surveying $50,000.00 Percentage of work complete or upon completion $50,000.00 A6 ADA Features Surveying $9,000.00 F175%for ADA survey X work complete; 25%for ADA measurements completed A9 Covid-19 Health and Safetly Plan $1,500.00 I25% plan submittal; 75% implementation/updates (monthly payment X working days) A10 Other Temp Traffic Control $48,000.00 Monthly Payment X working days $184.62 $48,000.00 All Traffic Control Supervisor $50,000.00 Monthly Payment X working days $192.31 $50,000.00 A21 Removal of Structure&Obstructions $50,000.00 Percentage of work complete or upon completion $50,000.00 A62 Television Inspection $9,000.00 Percentage of work complete or upon completion $9,000.00 Erosion Control&Water Pollution A63 Prevention $20,000.00 Monthly Payment X working days $20,000.00 A68 Plants for Landscaping $77,000.00 Percentage of work complete or upon completion $77,000.00 A71 Irrigation System Restoration $6,000.00 Percentage of work complete or upon completion $6,000.00 A72 Irrigation System $32,000.00 Percentage of work complete or upon completion $32,000.00 A85 Electrical System, Complete $825,000.00 Install Light Pole Foundation $180,000.00 Install foundation for relocated flashing beacon pole $15,500.00 Install new light std and fixture $254,000.00 Install foundation for relocated signal pole $11,000.00 Relocate existing signal pole $1,500.00 Relocate flashing beacon pole $1,500.00 Install conc pad for service or controller $3,500.00 Relocate controller or service $3,500.00 Install solar powered radar sign $33,000.00 Install conduit and boxes per trench foot $190,000.00 Install system wire and terminations $20,000.00 Lot demo existing components $6,000.00 Lot testing and splicing $1,800.00 See Schedule C - �fl te4.1.ccaduit pipe-2" Diam-PSE 2$1jCf Items C9 to C13 Install conduit pi " 'am-PSE $1,300.00 Redistribute$ _ Install conduit pipe-4" Dia - $17,580.00 amounts to other Install cond - Diam-PSE $2,100.00 items in A85 ...} conduit pipe-4" Diam-Comcast $17, 09T9o.‘ Subcontractors MOB-Totem $80,000.00 $825,000.00 A86 Permanent Signing $14,000.00 Percentage of work complete or upon completion $14,000.00 A87 Removing Pavement Markings $2,700.00 Percentage of work complete or upon completion $2,700.00 Y Include Items from Schedule B and C SUBMITTAL REVIEW No Exceptions Taken Make Corrections Noted X Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Gray&Osborne, CONSULTING ENGINEERS By: DRS Date: 11/24/21 ;•1,r + I i►tlsIl 1 s.; .1 it. 1401 F Q I Imo $ ® Isla artiI-4>l 4s;. I, AS. 14110- q .t*t 6o. '4D- el.1. .- .. City of Renton �` ,* a 1 ., _►, General Business License �P 2021 s _ <�f jV 0-o 4 e ti ray, ess [ate le 0.t License Number 54765 UBI 6019150340010002 4J s * City of Renton Licensee: 40' 1055 Grady Way Reed Trucking & Excavating, Inc. Renton, WA 98057 Reed Trucking & Excavating, Inc. ) 425-430-6851 2207 Inter Ave Ste A <> http: //www. rentonwa.gov Puyallup, WA 98372-3400 <> tax@rentonwa.gov Zoning Restrictions: ' 0 40' www. FileLocal . org Received to files as a Type 1 Working 40. Drawing 11/8/21 01/ V Issued: 7/9/2021 0 © 0 A. Expires: 1/31/2022 Q `' Not Transferable Post Conspicuously r :bk L L.�..j. :.. � I.� imeenswie, lass. ;..: ;1:.., - -- 1.. -2 ..: ,L I► Lilt ' 7.411.!: Li. '4107 6.. _ Construction Stormwater General Permit Stormwater Pollution Prevention Plan SUBMITTAL REVIEW (SWPPP) X No Exceptions Taken for Make Corrections Noted Duvall Ave NE Corridor Improvements Amend &Resubmit Rejected-See Remarks Prepared for: IMPORTANT NOTICE:This review The Washington State Department of Ecology does not relieve the Contractor from responsibility to comply&conform Northwest Region with the Plans, Specifications, and 3190 160th Ave SE Contract Documents. �._ Bellevue WA,98008 (425)649-7000 Grey 8c Qeborrxe,Inc. CONSULTING ENGINEERS r Developer Operator/Contractor By:NIB Date: 9/28/21 City of Renton Reed Trucking & Excavating, Inc. 1055 S Grady Way 2207 Inter Ave., Suite A Renton,WA 98057 Renton,WA 98057 Puyallup, WA 98372 Sunset Lane NE Certified Erosion and Sediment Control Lead (CESCL) Name Organization Contact Phone Number Ross Widener Widener&Associates (425) 503-3629 Jordan Widener Widener&Assoicates (510) 725-2291 SWPPP Prepared By Name Organization Contact Phone Number Brendan Eickelberg j Widener&Associates (425)348-3059 SWPPP Preparation Date August 2021 Project Construction Dates Activity/Phase Start Date End Date Construction September 2021 June 2022 Table of Contents 1 Project Information 4 1.1 Existing Conditions 4 1.2 Proposed Construction Activities 4 2 Construction Stormwater Best Management Practices (BMPs) 6 2.1 The 13 Elements 6 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits 6 2.1.2 Element 2: Establish Construction Access 6 2.1.3 Element 3: Control Flow Rates 7 2.1.4 Element 4: Install Sediment Controls 7 2.1.5 Element 5: Stabilize Soils 8 2.1.6 Element 6: Protect Slopes 8 2.1.7 Element 7: Protect Drain Inlets 9 2.1.8 Element 8: Stabilize Channels and Outlets 9 2.1.9 Element 9: Control Pollutants 10 2.1.10 Element 10: Control Dewatering 11 2.1.11 Element 11: Maintain BMPs 12 2.1.12 Element 12: Manage the Project 12 2.1.13 Element 13: Protect Low Impact Development (LID) BMPs 13 3 Pollution Prevention Team 13 4 Monitoring and Sampling Requirements 14 4.1 Site Inspection 14 4.2 Stormwater Quality Sampling 14 4.2.1 Turbidity Sampling 14 4.2.2 pH Sampling 16 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies 17 5.1 303(d) Listed Waterbodies 17 5.2 TMDL Waterbodies 17 6 Reporting and Record Keeping 18 6.1 Record Keeping 18 6.1.1 Site Log Book 18 6.1.2 Records Retention 18 6.1.3 Updating the SWPPP 18 6.2 Reporting 19 6.2.1 Discharge Monitoring Reports 19 6.2.2 Notification of Noncompliance 19 Pagf 11 List of Tables Table 1 —Summary of Site Pollutant Constituents 4 Table 2 — Pollutants 10 Table 3—pH-Modifying Sources 11 Table 5— Management 13 Table 7—Team Information 13 Table 8—Turbidity Sampling Method 14 Table 9- pH Sampling Method 16 List of Appendices Appendix/Glossary A. Site Map B. BMP Detail C. Site Inspection Forms Page 12 List of Acronyms and Abbreviations Acronym/Abbreviation Explanation 303(d) Section of the Clean Water Act pertaining to Impaired Waterbodies BMP(s) Best Management Practice(s) CESCL Certified Erosion and Sediment Control Lead CO2 Carbon Dioxide CSWGP Construction Stormwater General Permit DMR Discharge Monitoring Report Ecology Washington State Department of Ecology ERTS Environmental Report Tracking System NTU Nephelometric Turbidity Units NWRO Northwest Regional Office of the Department of Ecology pH Power of Hydrogen SWMMWW Stormwater Management Manual for Western Washington SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load Page 13 1 Project Information Project/Site Name: Duvall Ave NE Street/Location: Duvall Avenue NE between NE 4th Street and NE 10th Street City: Renton State: WA Zip code: 98059 Receiving waterbody: Renton Storm Sewer 1.1 Existing Conditions Total acreage (including support activities such as off-site equipment staging yards, material storage areas, borrow areas). Total acreage: 2.3 Disturbed acreage: 0.7 Existing structures: Roads, pedestrian facilities, signage, and utility corridors Landscape topography: Mostly flat with slopes less than 3% Drainage patterns: Drains to storm sewer via catch basins & infiltration in roadside ditches Existing Vegetation: Lawns and decorative trees Critical Areas: None Present List of known impairments for 303(d) listed or Total Maximum Daily Load (TMDL)for the receiving waterbody: N/A(Storm Sewer) There are no known suspected and/or known contaminates or contaminated sites within the limits of construction for this project. Table 1 —Summary of Site Pollutant Constituents Constituent Location Depth Concentration (Pollutant) None 1.2 Proposed Construction Activities The City of Renton is proposing to make improvements to approximately 0.7 miles of Duvall Ave NE from NE 4th Street to NE 10th Street. Work will include roadway resurface/repair, addition of curb ramps, installation of conduit and junction boxes, traffic means, solar radar feedback signs, landscaping/irrigation, and completing a portion of missing link sidewalk. Page 14 Description of site drainage including flow from and onto adjacent properties. Must be consistent with Site Map in Appendix A: The site is generally flat and will drain into catch basins within the roadways. Description of final stabilization (example: extent of revegetation, paving, landscaping): The majority of the project area will continue to serve as paved roadway and sidewalk. A landscape plan is also part of this project with grass, shrubs, and trees. Page IS 2 Construction Stormwater Best Management Practices (BMPs) The SWPPP is a living document reflecting current conditions and changes throughout the life of the project. These changes may be informal (i.e., hand-written notes and deletions). Update the SWPPP when the CESCL has noted a deficiency in BMPs or deviation from original design. 2.1 The 13 Elements 2.1.1 Element 1: Preserve Vegetation / Mark Clearing Limits To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land-disturbing activities begin. High Visability Fence (BMP C103)will be installed at the project boundary to limit impacts within the project site. Preserving Natural Vegitation (BMP C101)will be undisturbed/maintained for as long as possible. Installation Schedules: This BMP wil be installed prior to construction. Inspection and Maintenance plan: The condition and functionality of the BMP will be inspected at least once per week and within 24 hours of any discharge from the site. They will be maintained to perform their intended purpose Responsible Staff: Project CESCL. 2.1.2 Element 2: Establish Construction Access Where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads. In addition,wheel washing, street sweeping, and steet cleaning shall be completed to prevent sediment from entering state waters. All wash wastewater shall be controlled on site. Stabilized construction entrance/exit(BMP C105): Will be installed if necessary and maintained as described on a site plan provided by the contractor. Construction Road and Parking Area Stabilization (BMP C107) will be installed if necessary as described on a site plan provided by the contractor. Water Bars (BMP C203): will be installed if necessary as described on a site plan provided by the contractor. Installation Schedules: BMPs described above will be installed before construction work begins. Page 16 Inspection and Maintenance plan: The condition and functionality of BMPs will be inspected at least once per week and within 24 hours of any discharge from the site. They will be maintained to perform their intended purpose. Responsible Staff: Project CECSL. 2.1.3 Element 3: Control Flow Rates In order to protect the properties and waterways downstream of the site, stormwater discharges will be controlled. The majority of stormwater will enter the storm sewer, preventing any downstream impacts. Downhill sheetflow will be contained with a silt fence. VViiII you construct stormwater retention and/or detention facilities? ❑ Yes® No Will you use permanent infiltration ponds or other low impact development (example: rain gardens, bio-retention, porous pavement) to control flow during construction? ❑ Yes® No Wattles (BMP C235), Inlet Protection (BMP C223), Check Dams (BMP C207), Interceptor Dike and Swale (BMP C200) and Silt Fences (BMP C223)will be installed in locations directed by the engineer or contractor. They may be used to control flow rates in areas that need further protection. Installation Schedules: The BMPs will be installed as needed prior to earthwork. Inspection and Maintenance plan: The condition and functionality of both BMPs will be inspected at least once per week and within 24 hours of any discharge from the site. They will be maintained to perform their intended purpose. Responsible Staff: Project CECSL. 2.1.4 Element 4: Install Sediment Controls All sediment and stormwater runoff from disturbed areas shall pass through an appropriate sediment control BMP before leaving the construction site. Straw Wattles (BMP C235), Inlet Protection (BMP C223), and Silt Fences (BMP C223)will be installed in locations directed by the engineer to minimize sediment discharge from the site. Installation Schedules: The BMPs will be installed as needed prior to earthwork. Inspection and Maintenance plan: The condition and functionality of both BMPs will be inspected at least once per week and within 24 hours of any discharge from the site. They will be maintained to perform their intended purpose. Responsible Staff: Project CECSL. Page 17 2.1.5 Element 5: Stabilize Soils West of the Cascade Mountains Crest Season Dates Number of Days Soils Can be Left Exposed During the Dry Season May 1 —September 30 7 days During the Wet Season October 1 —April 30 2 days Soils must be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Anticipated project dates: Start date: September 2021 End date: June 2022 Will you construct during the wet season? ® Yes❑ No All disturbed sediment within the project limits that is exposed for 7 days in the dry season or 2 days in the wet season will require Temporary and permanent seeding (BMP C120), Surface Roughening (BMP C130), Topsoiling and Composting (BMP C125), Mulching (BMP C121), Sodding (BMP C124), and dust control (BMP C140). Surface roughening should be done prior to seed and mulch which should beed added to exposed soils using available bonded fiber matrix(BFM) certified weed free blend. Seeding shall be at a rate of 72 pounds per acre of pure live seed (PLS). Fertillizer shall be added at a rate of 280 punds per acre of 16-16-16, with roughly 50% in a slow release form. Installation Schedules: The BMPs will be installed as needed in the case of disturbed and exposed soils. Inspection and Maintenance plan: The condition and functionality of the BMPs will be inspected at least once per week and maintained to perform the intended purpose. If seeding does not establish in at least 75% of ground cover(per the Stormwater Management Manual for Western Washington), then further stabilization methods shall be implemented. Responsible Staff: Project CECSL. 2.1.6 Element 6: Protect Slopes The site is relatively flat with no steep slopes present onsite. Will steep slopes be present at the site during construction? ❑ Yes® No Page 18 2.1.7 Element 7: Protect Drain Inlets All operable storm drains that have the potential to receive storm water discharge from the construction area shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. Storm Drain Inlet Protection (BMP C223)will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff and near the project site. Installation Schedules: This BMP will be installed at all operable storm drain inlets and culverts before ground disturbing activities occur. Inspection and Maintenance plan: Inlets will be inspected weekly, and daily during storm events. Responsible Staff: Project CECSL 2.1.8 Element 8: Stabilize Channels and Outlets Where site runoff is to be conveyed in channels, or discharged to a stream or some other natural drainage point, efforts will be taken to prevent downstream erosion. Straw Wattles (BMP C235)will be used to filter flows influenced by construction activity when channelized onroute to catch basins or other drainages. The project site is loacated west of the Cascade Mountain Crest. As such, all temporary on-site conveyance channels shall be designed, constructed, and stabilized to prevent erosion from the expected peak 10-minute velocity flow from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour peak flow rate indicated by an approved continuous runoff simulation model, increased by a factor of 1.6 may be used. Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, will be installed at the outlets of all conveyance systems. Installation Schedules: The BMPs will be installed as needed. Inspection and Maintenance plan: Inlets will be inspected weekly under dry conditions, and daily during storm events. Responsible Staff: Project CECSL. Page 19 2.1.9 Element 9: Control Pollutants The following pollutants are anticipated to be present on-site: Table 2— Pollutants Pollutant(List pollutants and source, if applicable) Vehicle and equipment fluids such as oil, gas, hydraulic fluid, etc. Onsite petroleum storage._ High pH water. All pollutants, including waste materials and demolition debris that occurs onsite shall be handled and disposed of in a manner that does not cause contamination to water. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean, well-organized, and free of debris. • All vehicles and equipment areas will be inspected regularly to detect any leaks or spills, and to identify maintenance needs to prevent leaks or spills. • Spill prevention measures such as drip pans will be used when conducting maintenance and repair of vehicles or equipment. • In order to perform emergency repairs on site, temporary plastic will be placed beneath and, if raining, over the vehicle. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. • A spill response kit will be present onsite. Will maintenance, fueling, and/or repair of heavy equipment and vehicles occur on-site? ® Yes❑ No Materials on Hand (BMP C150); Material Delivery, Storage, and Containment(BMP C153); Sawcutting and Surfacing Pollution Prevention (BMP C152); Concrete Washout Area (BMP C153); and Plastic Covering (BMP C123)will be used to contain any contaminants during maintenance or repair activities. Contaminants will be disposed of as determined by the contractor in a manner that is consistant with federal, state, and local law and does not jeopardize water quality of stormwater runoff. Installation Schedules: These BMPs will be installed before repair and maintenance activities. Inspection and Maintenance plan: All machines and vehicles will be inspected at least once a week and be repaired as needed. Responsible Staff: Project CECSL. Page 110 Will wheel wash or tire bath system BMPs be used during construction? ❑ Yes® No Will pH-modifying sources be present on-site? ® Yes❑ No Table 3— pH-Modifying Sources ❑ None ® Bulk cement Li Cement kiln dust ❑ Fly ash ❑ Other cementitious materials ® New concrete washing or curing waters ® Waste streams generated from concrete grinding and sawing ❑ Exposed aggregate processes ❑ Dewatering concrete vaults ❑ Concrete pumping and mixer washout waters ❑ Recycled concrete ❑ Recycled concrete stockpiles ❑ Other(i.e., calcium lignosulfate) [please describe: Treating and Disposing of High pH Water(BMP C252)and Concrete Handling (BMP C151) will be utilized during all concrete work to prevent the input of concrete wash water from entering drainages. All cleaning of tools and machinery that have had contact with concrete will occur in designated formed containment areas. Waste water will be disposed offsite or appropriatelty treated prior to discharge. Concrete mixing trucks will be washed offsite. Concrete trucks must not be washed out onto the ground, or into storm drains, open ditches, streets, or streams. Excess concrete must not be dumped on-site, except in designated concrete washout areas with appropriate BMPs installed. Will uncontaminated water from water-only based shaft drilling for construction of building, road, and bridge foundations be infiltrated provided the wastewater is managed in a way that prohibits discharge to surface waters? ❑ Yes® No 2.1.10 Element 10: Control Dewatering There will be no dewatering as part of this construction project. Page I11 2.1.11 Element 11: Maintain BMPs All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification (see Volume ll of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be stabilized on-site or removed. Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally, protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction. BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition. If sediment enters these BMPs during construction, the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. 2.1.12 Element 12: Manage the Project The project will be managed based on the following principles: • Scheduling (BMP C162): Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Materials on Hand (BMP C150): Erosion prevention and sediment control materials will be kept on site at all times for regular maintenance and potential emergency situations. • CESC Lead (BMP C160): Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the CSWGP. Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated, maintained, and implemented in accordance with Special Conditions S3, S4, and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. Page 112 Table 5— Management ® Design the project to fit the existing topography, soils, and drainage patterns ® Emphasize erosion control rather than sediment control ® Minimize the extent and duration of the area exposed ® Keep runoff velocities low ® Retain sediment on-site ® Thoroughly monitor site and maintain all ESC measures ❑ Schedule major earthwork during the dry season ❑ Other(please describe) 2.1.13 Element 13: Protect Low Impact Development (LID) BMPs Permittees must protect all landscaped areas from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain to landscaped areas. Permittees must also maintain landscaped areas by protection against compaction by construction equipment and foot traffic. Permittees must keep all heavy equipment off existing soils under low impact development facilities that have been excavated to final grade to retain the infiltration rate of the sois. 3 Pollution Prevention Team Table 7—Team Information Title Name(s) Phone Number Certified Erosion and Ross Widener (425) 503-3629 Sediment Control Lead (CESCL) Jordan Widener (510) 725-2291 Resident Engineer Flora Lee (425) 530-0294 Emergency Ecology Kendra Henderson (360) 407-6556 Contact Emergency Permittee/ Flora Lee (425) 530-0294 Owner Contact Non-Emergency Owner Flora Lee (425) 530-0294 Contact Monitoring Personnel Jordan Widener (425) 503-3629 Ecology Regional Office Northwest Region (425)649-7000 Page 113 4 Monitoring and Sampling Requirements Monitoring includes visual inspection, sampling for water quality parameters of concern, and documentation of the inspection and sampling findings in a site log book. A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Stormwater sampling data The site log book must be maintained on-site within reasonable access to the site and be made available upon request to Ecology or the local jurisdiction. Numeric effluent limits may be required for certain discharges to 303(d) listed waterbodies. See CSWGP Special Condition S8 and Section 5 of this template. 4.1 Site Inspection Site inspections will be conducted at least once every calendar week and within 24 hours following any discharge from the site. For sites that are temporarily stabilized and inactive, the required frequency is reduced to once per calendar month. The discharge point(s) are indicated on the Site Map (see Appendix A) and in accordance with the applicable requirements of the CSWGP. 4.2 Stormwater Quality Sampling 4.2.1 Turbidity Sampling Requirements include calibrated turbidity meter or transparency tube to sample site discharges for compliance with the CSWGP. Sampling will be conducted at all discharge points at least once per calendar week. Method for sampling turbidity: Table 8—Turbidity Sampling Method ® Turbidity Meter/Turbidimeter(required for disturbances 5 acres or greater in size) ❑ Transparency Tube (option for disturbances less than 1 acre and up to 5 acres in size) The benchmark for turbidity value is 25 nephelometric turbidity units (NTU) and a transparency less than 33 centimeters. If the discharge's turbidity is 26 to 249 NTU or the transparency is less than 33 cm but equal to or greater than 6 cm, the following steps will be conducted: Page 114 1. Review the SWPPP for compliance with Special Condition S9. Make appropriate revisions within 7.days of the date the discharge exceeded the benchmark. 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 1.0 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. 3. Document BMP implementation and maintenance in the site log book. If the turbidity exceeds 250 NTU or the transparency is 6 cm or less at any time, the following steps will be conducted: 1. Telephone or submit an electronic report to the applicable Ecology Region's Environmental Report Tracking System (ERTS)within 24 hours. • Central Region (Benton, Chelan, Douglas, Kittitas, Klickitat, Okanogan, Yakima): (509) 575-2490 or http://www.ecv.wa.gov/programs/spills/forms/nerts online/CRO nerts online.html • Eastern Region (Adams, Asotin, Columbia, Ferry, Franklin, Garfield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 or http://www.ecy.wa.gov/programs/spills/forms/nerts online/ERO nerts online.html • Northwest Region (King, Kitsap, Island, San Juan, Skagit, Snohomish, Whatcom): (425)649-7000 or http://www.ecy.wa.gov/programs/spills/forms/nerts online/NWRO nerts online.html • Southwest Region (Clallam, Clark, Cowlitz, Grays Harbor, Jefferson, Lewis,. Mason, Pacific, Pierce, Skamania, Thurston, Wahkiakum,): (360) 407-6300 or http://www.ecy.wa.gov/programs/spills/forms/nerts online/SWRO nerts online.html 2. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible. Address the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period 3. Document BMP implementation and maintenance in the site log book. 4. Continue to sample discharges daily until one of the following is true: • Turbidity is 25 NTU (or lower). • Transparency is 33 cm (or greater). • Compliance with the water quality limit for turbidity is achieved. O 1 -5 NTU over background turbidity, if background is less than 50 NTU O 1% - 10% over background turbidity, if background is 50 NTU or greater • The discharge stops or is eliminated. Page 115 4.2.2 pH Sampling pH monitoring is required for"Significant concrete work" (i.e., greater than 1000 cubic yards poured concrete over the life of the project). The use of recycled concrete or engineered soils (soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD] or fly ash) also requires pH monitoring. For significant concrete work, pH sampling will start the first day concrete is poured and continue until it is cured, typically three (3)weeks after the last pour. For engineered soils and recycled concrete, pH sampling begins when engineered soils or recycled concrete are first exposed to precipitation and continues until the area is fully stabilized. If the measured pH is 8.5 or greater, the following measures will be taken: 1. Prevent high pH water from entering storm sewer systems or surface water. 2. Adjust or neutralize the high pH water to the range of 6.5 to 8.5 su using appropriate technology such as carbon dioxide (CO2) sparging (liquid or dry ice). 3. Written approval will be obtained from Ecology prior to the use of chemical treatment other than CO2 sparging or dry ice. Method for sampling pH: Table 9— pH Sampling Method • pH meter ❑ pH test kit ❑ Wide range pH indicator paper Page 116 5 Discharges to 303(d) or Total Maximum Daily Load (TMDL) Waterbodies 5.1 303(d) Listed Waterbodies Is the receiving water 303(d) (Category 5) listed for turbidity, fine sediment, phosphorus, or pH? ❑ Yes IN No 5.2 TMDL Waterbodies Waste Load Allocation for CWSGP discharges: N/A—no TMDL Discharges to TMDL receiving waterbodies will meet in-stream water quality criteria at the point of discharge. The Construction Stormwater General Permit Proposed New Discharge to an Impaired Water Body form is included in Appendix F. Page 117 6 Reporting and Record Keeping 6.1 Record Keeping 6.1.1 Site Log Book A site log book will be maintained for all on-site construction activities and will include: • A record of the implementation of the SWPPP and other permit requirements • Site inspections • Sample logs 6.1.2 Records Retention Records will be retained during the life of the project and for a minimum of three (3)years following the termination of permit coverage in accordance with Special Condition S5.0 of the CSWGP. Permit documentation to be retained on-site: • CSWGP • Permit Coverage Letter • SWPPP • Site Log Book Permit documentation will be provided within 14 days of receipt of a written request from Ecology. A copy of the SWPPP or access to the SWPPP will be provided to the public when requested in writing in accordance with Special Condition S5.G.2.b of the CSWGP. 6.1.3 Updating the SWPPP The SWPPP will be modified if: • Found ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. • There is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. The SWPPP will be modified within seven (7) days if inspection(s) or investigation(s) determine additional or modified BMPs are necessary for compliance. An updated timeline for BMP implementation will be prepared. Page 118 6.2 Reporting 6.2.1 Discharge Monitoring Reports Cumulative soil disturbance is one (1)acre or larger; therefore, Discharge Monitoring Reports (DMRs)will be submitted to Ecology monthly. If there was no discharge during a given monitoring period the DMR will be submitted as required, reporting "No Discharge". The DMR due date is fifteen (15) days following the end of each calendar month. DMRs will be reported online through Ecology's WQWebDMR System. 6.2.2 Notification of Noncompliance If any of the terms and conditions of the permit is not met, and the resulting noncompliance may cause a threat to human health or the environment, the following actions will be taken: 1. Ecology will be notified within 24-hours of the failure to comply by calling the applicable Regional office ERTS phone number(Regional office numbers listed below). 2. Immediate action will be taken to prevent the discharge/pollution or otherwise stop or correct the noncompliance. If applicable, sampling and analysis of any noncompliance will be repeated immediately and the results submitted to Ecology within five (5) days of becoming aware of the violation. 3. A detailed written report describing the noncompliance will be submitted to Ecology within five (5) days, unless requested earlier by Ecology. Anytime turbidity sampling indicates turbidity is 250 NTUs or greater, or water transparency is 6 cm or less, the Ecology Regional office will be notified by phone within 24 hours of analysis as required by Special Condition S5.A of the CSWGP. • Northwest Region at(425) 649-7000 for Island, King, Kitsap, San Juan, Skagit, Snohomish, or Whatcom County Include the following information: 1. Your name and / Phone number 2. Permit number 3. City/County of project 4. Sample results 5. Date/Time of call 6. Date/Time of sample 7. Project name In accordance with Special Condition S4.D.5.b of the CSWGP, the Ecology Regional office will be notified if chemical treatment other than CO2 sparging is planned for adjustment of high pH water. Page 119 Appendix/Glossary A. 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N4. a , . ,ir E ga Q a e:: P:'� = i NEr5t� PI •- _ . r � . _ _! �aa�.= • ,;,r, ' .mQ Site Map -4 • Duval!Ave NE Sampling Locations (Areas I �.of Infiltration) ;I, w ,� Corridor Improvements I Renton Sampling •-• King County, WA , Locations ''' • 4i � � 11 . (Catchbasins) . ,: 1 . _ Sections 10, 15' - ' • - ,y''1,.. Township 23N, Range 5E APE i •' • �• ''_' "" _ August 26, 2021 r 2207 Inter Ave.Ste.A REED C. 'v"`s e02 C 'i Ci pV t up,WA 98372 Office:ll 253 841-4837 TRUCKING & EXCAVATING Fax: 253-841-4816 August 2021 COVID-19 HEALTH&SAFETY PLAN Duvall Ave NE CAG 20-065 Reed Trucking&Excavating Inc. is committed to ensuring the health and well-being of our employees and their families.The spread of COVID-19 has become a significant public health concern;that's why we are taking precautions to protect employees,the public around our projects and the many third parties we interact with each day.This means demonstrating healthy hygiene practices,maintaining a safe work environment,and safeguarding the continuity of business operations. This plan addresses Reed Trucking personnel,City of Renton field staff,suppliers and subcontractors on the job site or in staging area. While the severity,spread,and mitigation techniques are still not fully understood,Reed Trucking&Excavating Inc.,with guidance from the CDC,OSHA,DOSH is implementing the following practices at our offices and jobsites: Personal Health Any employee who reports having contact with another person(s)who has reasonably believed to have contracted coronavirus or presents symptoms associated with the coronavirus(such as fever,cough or difficulty breathing as defined by the CDC) will be removed from their workplace/jobsite and directed to call their healthcare provider for medical advice before being re-instated to their regular work space. Meetings 1 Visitors We will continue to follow the CDC/OSHA/DOSH guidelines on meeting size,which at present suggests not more than 10 attendees. We will schedule weekly meetings with agency staff,and consultants to discuss the look ahead schedule,work to be performed,subcontractors scheduled and status of current Covid-19 safety precautions. Social Distancing in the Field Reed Trucking will have approximately 8-10 workers on site on any given day.Foreman,Equipment operators,Pipe Layers, Laborers,Truck Drivers,Top Man,Traffic Control Supervisor,and Flaggers. Subcontractors hired to work on this project can be scheduled on different days from other trades,social distancing will be adhered to.RTE's CHSP will be updated to coincide with the Look Ahead Schedule when activities change and subcontractors are scheduled to be onsite Cleanliness Reed Trucking&Excavating,Inc. is implementing additional cleaning steps on the jobsite. We encourage additional handwashing,and sanitation measures.We are requiring all employees to sanitize their tools and equipment using a cleaning solution.Disposable face masks,protective eyewear and gloves will be provided to all Reed Trucking employees. Suppliers, subcontractors,agency staff and field consultants will provide their own PPE and are instructed to wear PPE at all times when on the jobsite. Communication Dustin Wright,Superintendent and/or Shawn Reed,for Reed Trucking&Excavating Inc.,will conduct a`Toolbox Talk' meetings reviewing the CDC/DOSH guidelines for containing the COVID-19 pandemic.Reed Trucking will notify the City immediately if we identify a health issue among our staff. DUSTIN WRIGHT SHAWN REED Ph: 360-701-0997 email: d«riuhtJeedtrucking.com Ph:253-405-3905 email:sreed(areedtrucking.com "Quality frotry the/Gro-u v d/Do-we 2207 Inter Ave.Ste.A REED C. Puyaup,WA 98372 Off cell 253-841-4837 TRUCKING & EXCAVATING Fax: 253-841-4816 These are unchartered waters for all of us. Please continue to support each other and if you have questions or concerns don't hesitate to reach out directly to Dustin Wright. Shaun Reed or the office. Duvall Ave NE CAG- 20-065 HEALTH & SAFETY PLAN FOR COVID-19 COVID-19 JOB SITE REQUIREMENTS COVID-19 Site Supervisor Dustin Wright will be the COVID-19 Supervisor designated by Reed Trucking & Excavating at Duvall Ave NECAG 20-065 job site to monitor the health of employees, enforce the COVID-19 job site safety plan AND will be present at all times during construction activities. COVID-19 Safety requirement will be posted at the jobsite in the Conex or in the foreman's truck. COVID-19 Safety Training Safety Stand-Down/toolbox/tailgate meeting will be conducted on all job sites on the first day of returning to work, and weekly thereafter, to explain the protective measures in place for all workers. Please maintain Social distancing during the meeting. Attendee's: Date: SUBMITTAL REVIEW X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE:This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. Gray tk Osborne,Inc. CONSULTING ENGINEERS By: M B Date:9/15/21 "Qu:cailtY fro-wl.the/Grou vtd'DOW//V I 2207 Inter Ave.Ste.A REED " C. Puyallup,WA 98372 Office:253 841 4837 TRUCKING & EXCAVATING Fax: 253-841-4816 Social Distancing • Social distancing of 6 feet will be maintained by every person on the jobsite at all times. • No gatherings of any size including taking breaks, lunch will be in shifts. Any time two or more persons must meet, ensure minimum 6 feet of separation. • Recognize Choke points and high-risk areas on job site. • Minimize interactions when picking up or delivering equipment or materials. • To the extent practical Reed Trucking can only allow one trade/subcontractor at a time on a jobsite. If more than one trade/subcontractor must be on site, then at a minimum all trades/subcontractors must maintain social distancing policies in accordance with this guidance. Please Coordinate deliveries and scheduled your work with the Superintendent. Personal Protective Equipment (PPE) If appropriate PPE IS NOT provided,the worksite must be shut down. Reed Trucking & Excavating will provide personal protective equipment (PPE) gloves, goggles, face shields and face masks as appropriate, or required, for the activity being performed. Masks must be worn at all times by every employee on the jobsite unless fully vaccinated. Eve protection to be worn only for the appropriate tasks. Gloves to be worn only for the appropriate tasks while on worksite. The type of glove worn should be appropriate to the task. If gloves are not typically required for the task, then any type of glove is acceptable, including latex gloves. Soap and water will be provided on the job site for handwashing. Employees are encouraged to wash their hands regularly, before and after going to the bathroom, before and after eating and after coughing, sneezing or blowing your nose. REQUIRED HYGENIC PRACTICES: • Do not to touch face with unwashed hands or with gloves • Wash hands often with soap and water for at least 20 seconds • Use hand sanitizer. • Clean &disinfect frequently touched surfaces, handrails, machines, shared tools, doorknobs. • Covering the mouth and nose when coughing or sneezing. • If an employee reports feeling sick and goes home, the equipment, tools will be immediately disinfected. "Quality fr'om/the,Gro-umn,d'Dow YV' E r 2207 Inter Ave.Ste.A N Puyallup,WA 98372 C. Office:253-841-4837 TRUCKING & EXCAVATING Fax: 253-841-4816 • Cleaning supplies shall be provided and maintained throughout the work site. Employee Health/Symptoms Reed Trucking & Excavating encourage employees to stay home or leave the worksite when feeling sick or have been in close contact with a confirmed positive case. If you develop symptoms of acute respiratory illness, you must seek medical attention and inform your supervisor and follow the isolation/quarantine requirements as established by the State Department of Health. All employees will be screened at the beginning of their shift for fever, cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell. Any employee with a fever will be sent home and should not return to work until they have been evaluated by a healthcare provider. Employees shall take their temperature prior to arriving at work, or their temperatures shall be taken at work using a `no touch' or `no contact'thermometer, or a thermometer that has been sanitized. Workers with a temperature exceeding 100.4 F shall be sent home. Failure of employees to comply will result in employees being sent home during the emergency actions. Employees who do not believe it is safe to work shall be allowed to remove themselves from the jobsite. If an employee is confirmed to have COVID-19 infection, Reed Trucking will inform all employees of their possible exposure in the workplace, while maintaining confidentiality as required by the Americans with Disabilities Act (ADA). Any worker coming to work on a construction site in Washington from any state that is not contiguous to Washington must self-quarantine for 14 days to become eligible to work on a job site in Washington. Job Site Visitors A daily attendance log of all workers and visitors will be kept and retained for at least four weeks.The log must include the name, phone number, and email address of all workers and visitors. DATE: Reed Trucking&Excavating,Inc. ccQLcata)/ from V/K/ Qm'44/0/Dowv/� Spill Prevention, Control and Countermeasures Plan Duvall Ave NE AN UPDATED COPY OF THIS PLAN AND ITS ATTACHMENTS MUST BE ACCESSIBLE AT THE SITE DURING ALL FIELD ACTIVITIES Prepared for City of Renton August 2021 Prepared by Reed Trucking & Excavating, Inc. 2207 Inter Avenue, Suite A SUBMITTAL REVIEW Puyallup, WA 98372 253-841-4837 X No Exceptions Taken Make Corrections Noted Amend & Resubmit Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve the Contractor from responsibility to comply&conform with the Plans, Specifications, and Contract Documents. C 7 ray tic Osborne,1.z�0. CONSULTING ENGINEERS By: MB Date: 9/15/71 Table of Contents Introduction 3 Management Approval 3 SPCC Plan Elements 4 1. Responsible Personnel 4 2. Spill Reporting 4 3. Project and Site Information 6 4. Potential Spill Sources 6 5. Pre-Existing Contamination 8 6. Spill Prevention and Response Training 8 7. Spill Prevention 8 8. Spill Response 9 9. Project Site Map 10 10. Spill Report Form(s) 12 Introduction WSDOT Standard Specification 1-07.15(1) requires a Spill Prevention, Control and Countermeasures (SPCC).Plan for all projects. The daily operations at the project are the primary responsibility of Reed Trucking & Excavating, Inc. In accordance with WSDOT Standard Specification 1-07.15(1), Reed Trucking & Excavating, Inc. has developed this SPCC Plan to protect human health and the environment from spills and releases of"hazardous materials", a generic term used by WSDOT to include dangerous waste, problem waste, petroleum products, and hazardous substances. Additional guidance for the development of this SPCC Plan was gathered from federal regulations administered by the United States Environmental Protection Agency for facilities that store, handle, or use oil products as described in Title 40, Code of Federal Regulations, and Part 112. Washington State regulations were also considered for the development and implementation of this SPCC Plan. These regulations include the Washington State Department of Ecology Spill Prevention, Preparedness and Response Program requirements for oil facilities as described in the Washington Administrative Code (WAC) 173-181 and the Occupational Safety and Health requirements contained in but not limited to WAC 296-824 and WAC 296-843. . WSDOT requires that the strongest emphasis be placed on hazardous material spill prevention. All known and reasonable best management practices and safety procedures must be used at all times on all WSDOT projects when dealing with hazardous materials. An updated copy of this SPCC Plan must be maintained at the project site at all times. The plan must be updated when project changes in design or operation cause the content of the SPCC Plan to be inconsistent or conflicting with actual site conditions and practices: All project employees (including sub-contractors)shall be trained in spill prevention and containment. Employees will know where the SPCC Plan and spill response kits are located and will have immediate access to them. . Management Approval . This Spill Prevention Control and Countermeasures (SPCC) Plan is supported by management with the authority to commit the necessary resources including manpower, equipment, and materials to expeditiously control and remove any harmful quantity of oil or hazardous substances released to the water or land of the State of Washington. „--71211-11-'41* 461 Shawn Reed President Reed Trucking & Excavating, Inc. City of Renton Duvall Ave NE August 2021 SPCC Plan Page 3 SPCC Plan Elements 1. Responsible Personnel Shawn Reed is the primary person in charge of updating the SPCC Plan and coordinating spill prevention and response on the site. All responsible personnel and their corresponding contact information are presented in Table 1 below. Table 1. SPCC Plan Contacts Responsibility Name and Title Phone Number Primary SPCC Contact Shawn Reed,President Office:253-841-4837 Cell:253-405-3905 Secondary SPCC Contact Dustin Wright Office:253-841-4837 Cell:360-701-0997 2. Spill Reporting All spills or encounters of hazardous materials are reported to Shawn Reed, the primary person in charge of spill prevention and response for Reed Trucking & Excavating, Inc. Once the spill has been reported internally, external agency notifications must be made by the designated person, as outlined in Figure 1. City of Renton Duvall Ave NE August 2021 SPCC Plan Page 4 Figure 1. External Regulatory Reporting Requirements Flowchart Trigger: Hazardous Material Spill or Encounter (Not a life threatening emergency) J 1 If a spill is caused by the Contractor, the Contractor reports to Project Engineer (PE), City of Renton and regulatory agencies as indicated below. If pre-existing UST or contamination, the Contractor reports to Project Engineer (PE)who follows ECAP (Construction Manual 1-2.2K)to determine internal and external reporting procedures. * .I i I 1 / / Spill to Water Spill to Soil Underground Storage Including ponds, ditches, Including encounters of Tank (UST) seasonally dry streams& pre-existing contamination Encountering unknown USTs wetlands in excavations \ I / I _I \ Immediately call National / If an immediate threat to \ If confirmed release from Response Center(24 hr) health or environment (i.e, UST, report to Ecology explosive, flammable, Regional Office 1-800-424-8802 toxic vapors, shallow within 24 hours. groundwater, nearby I creek) immediately call \ I Ecology Regional Office l WHEN AND l / I I I i. OR I * Removal of regulated Immediately call --N tank, submit written report Washington State Division i * to Ecology within 30/90 If NOT immediately of Emergency days per WAC 173-360- Management (24 hr) threatening, but may be a 385 &WAC 173-340-450. threat to health or the environment, complete the 1-800-258-5990 response/cleanup & report "Asterisks notes that reporting is conducted through ECAP where the PE coordinates I to Ecology Regional Office regulatory agency reporting through the i within 90 days. Regional Environmental Office and a AND / Hazardous Materials Specialist. I I 1 Immediately call Ecology EcoloavReaional Office Numbers Regional Office Eastern(Spokane)509-329-3400 Northwest(Bellevue)425-649-7000 Central(Yakima)509-575-2490 Southwest(Lacey)360-407-6300 htto://www,ecy.wa.gov/programs/soills/other/reportasaill.htm City of Renton CHEMICAL SPILL HOTLINE(425)430-7400 City of Renton Project Engineer(PE) Flora Lee(425)430-7303 • Duvall Ave NE August 2021 SPCC Plan Page 5 3. Project and Site Information A. Specific includes but is not limited to: excavation; grading; removal of pavement; plaining pavement; paving with asphalt; curb and gutter; drainage; illumination; HAWK signal; sidewalk; walls; adjustments to utility frames, grates, and covers; property restoration; and other work. B. The site location and boundaries: The site is located on Duvall Ave NE from NE 49" Street to Sunset Blvd NE. C. The drainage pathways from the site West. D. Nearby waterways and sensitive areas and the distances from the site (describe in Table 2). Table 2. Nearby Waterways and Sensitive Areas The immediate project site is located outside critical areas and their buffers 4. Potential Spill Sources A. Name of Material and its intended use: 1. The materials that will be brought or generated on-site from Reed Trucking & Excavating, Inc. that potentially could flow into the storm drain system are: Diesel fuel, motor oil, hydraulic oil and asphalt slurry. 2. Equipment and generators (if needed) will be fueled daily from tankers/fuel tanks contracted specifically to fuel equipment. Routine equipment maintenance is anticipated during the prosecution of work. If maintenance is required, it will be in areas that prevent discharge to the storm drain system. a. During maintenance operations, absorbent pads, plastic or a drip pan will be placed under the equipment to protect against spillage. B. Estimated maximum amount on-site at any one time: 1. The estimated amount of diesel fuel on the project at any one time will be around 1,000 gallons. Secondary containment will be necessary for all fuel transfers, all large fuel tanks on site will be double walled and capable of containing 110% of capacity. All onsite fuel will be stored in secure areas of construction site when left unattended. 2. The estimated amount of motor oil on the project at any one time will be around 50 gallons (in the equipment only). No secondary containment necessary City of Renton Duvall Ave NE August 2021 SPCC Plan Page 6 for motor oil because it will not be stored on-site rather brought to the site as needed. 3. The estimated amount of hydraulic oil on the project at any one time will be around 500 gallons (in the equipment only). No secondary containment necessary for hydraulic oil because it will not be stored on-site rather brought to the site as needed. 4. The estimated amount of asphalt slurry on the project at any one time will be 3 barrels.Asphalt slurry will be removed daily. C. Location 1. Minimal materials will be stored on-site. Materials will be brought to the job site as needed. 2. Fuel stored on-site will be located in the laydown yard or near the dewatering operations. 3. Equipment will be maintained or refueled in areas that prevent discharges to the storm drain system. 4. The discharge from staging/storage locations to sensitive areas are well over 500 feet. D. Decontamination location and procedure for equipment that comes into contact with material: 1. The decontamination location will be out of the travel way and throughout the project corridor where all refueling maintenance will take place. In the event of any release,the foreman will first contact the Project Manager. Then the foreman will fill out a complete report, describing in detail the nature and cause of the release, the actions taken to correct, the location of the spill, quantities of hazardous material that was released and collected and disposal methods utilized. This report will be given to Shawn Reed, Reed Trucking's Project Manager as well as owners and representatives from the City of Renton. E. Disposal Procedures 1. In the event of a spill, individuals on the job site are trained to assess the hazard use appropriate personal protective equipment, and take appropriate actions to contain and absorb the material. Once the spill is contained, use of brooms or shovels. To place the absorbent material in a plastic drum that's on-site.Then it City of Renton Duvall Ave NE August 2021 SPCC Plan Page 7 A , will be disposed of at a legal facility site. Also, if needed, call emergency responders necessary. 2. Containment liquids will be contained, absorbed and disposed of. One of Reed Trucking's employees on the project will use appropriate personal protective equipment to secure the area with caution tape, take appropriate action pertaining to the source to contain and collect and/or to call any necessary emergency responders if needed. All contaminated liquids will be disposed of at Republic Services. 5. Pre-Existing Contamination The site has no known contaminated materials on it. 6. Spill Prevention and Response Training The project Foreman will have a copy of the site specific SPCC plan and will brief crew and subcontractors on spill prevention, containment and response in accordance with the SPCC Plan before the start of the job. Spill responders will be trained in accordance with WAC 296- 824 and by using the SPCC Plan. Personnel shall also be trained in location of spill response kits. 7. Spill Prevention A. Spill response kit contents and locations: Table 3. Spill Response Kit Contents and Locations Type of Spill Kit Contents Location(s) Vehicle Kit Spill pads, kitty litter, Foreman's Company Truck plastic bag,garbage can, SPCC Plan B. Security measures for potential spill sources to prevent accidental spills and vandalism. 1. All hazardous materials will be kept within a fenced area or located within a company vehicle. 2. All equipment stored onsite will be properly secured. 3. Refueling and maintenance equipment will not be stored onsite but brought to the site as needed. C. Methods used to prevent storm water from contacting hazardous materials. 1. Secondary containment practices and structures for hazardous materials have been identified as a plastic bag and/or garbage can. City of Renton Duvall Ave NE August 2021 SPCC Plan Page 8 2. Contractor will use good housekeeping and preventive measures to ensure that the project site will be kept clean, well-organized and free of debris. 3. BMPs will be implemented to prevent storm water from contacting any hazardous materials. 4.BMP methods must conform to BMP C153 of Ecology's Stormwater Management Manual at minimum. D. Secondary containment for each potential spill source listed in 4, above. 1. During refueling and maintenance operations, absorbent pads, plastic or a drip pan will be placed under the equipment to further protect against spillage. 2. Refueling and maintenance equipment or products will be stored onsite, rather, brought to the site as needed. 3. BMP methods will be used to prevent discharges to ground water during mixing and transfer of hazardous materials and fuel E. Site inspection procedures and frequency: 1. The project Foreman will inspect the site and equipment daily and weekly, reporting project conditions on his daily report that will be on file at the Reed Trucking main office and at the job site office. 2. All equipment will be inspected for leaks at the beginning of each shift. F. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum based products. 1. The project Foreman will inspect the site and equipment daily, reporting project conditions on his daily report that will be on file at the Reed Trucking office and at the job site office. 2. All equipment will be inspected for leaks at the beginning of each shift. H. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. 1. No work will be performed below the ordinary water line. 8. Spill Response A. A spill of each type of hazardous material at each location identified in Section 4— Potential Spill Sources. Fuel/Oils 1. If diesel fuel, motor oil, or hydraulic oil is spilled, the employee working on the project will notify the foreman, project manager or PE. One of Reed Trucking's employees will use appropriate personal protective equipment to secure the area with caution tape and use a spill containment kit to absorb any release. All bags shall be labeled and stored properly until they may be disposed of offsite as a legal disposal facility. B. Storm water that has come into contact with hazardous materials. 1. Any storm water that knowingly comes in contact with hazardous materials shall be isolated and contained. Absorbent pads or booms will be sued to remove City of Renton Duvall Ave NE August 2021 SPCC Plan Page 9 floating petroleum products. After the contamination has been removed, storm water will be left to evaporate, if possible, otherwise it will be disposed of at an approved facility. 2. Cath basins, with the potential to receive runoff within 40 feet of proposed project activities or machinery, with potential to receive runoff, shall be surrounded by oil-absorbent berms to ensure no petroleum products may inadvertently enter waterways during construction. These shall be replaced as necessary. C. A release or spill of any KNOWN pre-existing contamination and contaminant source described in Section 5— Pre-Existing Contamination. 1. If any unknown pre-existing contamination or contaminant sources are found while performing work, the employee working on the project will notify the foreman, project manager or PE. One of Reed Trucking's employees will use appropriate measures mentioned previously. D. A release or spill of any UNKNOWN pre-existing contamination and contaminant sources (such as buried pipes or tanks) that may be unexpectedly encountered during project work. 1. If any unknown pre-existing contamination or contaminant sources are found while performing work, the employee working on the project will notify the foreman, project manager or PE. One of Reed Trucking's employees will use appropriate measures mentioned previously. E. A spill occurring during work with equipment used below the ordinary high water line. 1. If diesel fuel, motor oil, or hydraulic oil is spilled, the employee working on the project will notify the foreman, project manager or PE. One of Reed Trucking's employees will use appropriate personal protective equipment to secure the area with caution tape and use a spill containment kit to absorb any release. All bags shall be labeled and stored properly until they may be disposed of offsite as a legal disposal facility. F. If a spill requires a response and clean-up effort out of Reed Trucking's capacities, Reed Trucking is prepared to hire sweeping and environmental clean-up service contractors. G. If a spill occurs of asphalt slurry, personnel are to stop the source of the release if they can without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying noncombustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. 9. Project Site Map Please see Project Plans and alignments A. Site location and boundaries; B. Site access roads; C. Drainage pathways from the site; Please see Project Design D. Nearby waterways and sensitive areas; City of Renton Duvall Ave NE August 2021 SPCC Plan Page 10 E. Hazardous materials, equipment, and decontamination areas identified in Section 4— Potential Spill Sources. F. Pre-existing contamination or contaminant sources describe in Section 5—Pre-existing Contamination N/A G. Spill prevention and response equipment described in Section 7—Spill Prevention and Section 8—Spill Response. City of Renton Duvall Ave NE August 2021 • SPCC Plan Page 11 • STATION AT WALL HEIGHT BIONLTERATION UNIT A B C 9141-35 1,Cr 3'-9" 1'-0" y.__.___2'.-6,'..__ .__� ___.._.._._td9" _. a 6—___._« 91fiE35 1'-6 5'-4" 1`-S" _ . 1 __ 911H-35 1,-0" 4'-6" 1-0" 0 TOP OF WAIL ' 0 D"A jII.`I 4. -°' •9 Y HOLEpRA1N TO DOWNSTREAM CATCH BASIN p I—_—— / RDSEEUS OP OWLL ( S16.4 A I° 4 • a . j '. a a • TOP OF SIDEWALK I( • . 14P .•4 • ° . a - e 4.4.. °. • I I. NORTH a , • P L A. T • . - . ,- ° ,t 4. -de. . •' aI .1 A 4.. I•� A .,..I + i • SOUTH •a • \'/I I- - P' I ,n CSTC I1TP) 610FILTERATIDN UNIT I� ,• I I I• _- _,. ,! SEE SHEET S011 .E IIIL_II LLI +aT II4I13T—Jr,-.tl • L ELEVATION n 4 1,1 EXISTING GRADE 6• 6„ VARIES 1,� �,-0, Tmoi "CHAMFER iTFPI 1'-0"MIN LAP SPLICE '' .11h ? LENGTH PI IL FOR TOTAL WALL HEIGHTS ITT I GREATERTHAN OR EQUAL TO .F,; . CURB AND GUTTER 1 .CIR 3"0 WEEP HOLE 0296 SLOPE }"j"CHAMFER(TVA) 2'-D",PROVIDE GRAVEL BORROW i j§°PREIJIOLDFD p- - .4 Cn'I DRAIN TO DOWNSTREAM �' IOINTFlLLER "' tJlTO1 B45lN "pREMOtOED GMVEL W RROW �: DIOEILIEAATLOH UNIT "@ : JOINT FILLER SIDEWALK_-_----_- 6' BEHIN'WAl SEE SHEET SOLI B 1'•0' fi" OPTIONAL PER STD. 76,6Q1 SEE(JQ _ ATAX MIN ~ CONSTRUCTION PLAN G i Q� ANGLE ,,,,,,"````..........., /DINT --i rSIDEWALK VARIES ; , I\ 159E 1 ( DOSING GRADE .� A :..i POINT '\\`` ,�..ia__ CURD AND GUTTER ;k F; -CtR P`,, ��--,A `,l:� - • NONWOVEN GFOIEXTILE 15% - - " ' . °) WRH 6"MIN.OVERLAP. .1 t� .g4,SEE NOIESI B2 - Y I F---v EXTEND 6''ABOVE WEEP HOLE �j�/��I4 .d =�I I GRAVEL BORROW ' , lll —IT r C�6 I- 1 E - . • Jf�ya` ♦I- Y(tD 1'-6"A1h% OPTIONAL .. . . .., —T W/5'IO.HOOK CONSTRUCTION JOINT ANGLE d• 4"CSTC PER 4"CSIC PER p01NT__ SIDEWALK STD,PLAN STD,PLAN PLAN s NOTE:1. FOR ENPOSED WALL HEIGHT LESS THAN OREQUAL DETAIL Q, - TO1'-0",PROVIDE RENFORCEMENT AS SHOWN - {, 4 • 2. FOR EXP�ED WALLHOGHT GREATEN THAN I'-6" Sw!' • PROVIDE REINFORCEMENT AT 1'-6"MAX. •° 3. PROVIDE AA"MIN LAP SPLICE LENGTH SECTION n SECTION n 1"•L. - 1-I' - It owUIR-8 , ,----_ CITY OF RENTON DUVALLAVENE DRAWING C.O. WD1 ~D�y yl WOWS MS.II WV BID DOCUMENT POI.WORRS DEPARNENT Nm5mw. EL4LTFrm R��f.� ARIA TMMFORTATIDN DNNON - - MIA PTI /NNt _ Tharametriz SUBMITTAL HDNA XO. -- APPROVED FORCOItSIRUCIION WALL DETAILS ore FEAAYI vPD11MGR EWEFF,F sr POP.- SHEET OF SIMS NO,.ET OFsl PUMP PE115DNOFXNPfQI DY APP. DATE ..... P.e I PURIIILTJppRLiVDAP{ �'�"•"O° Provided to Builders Exchange of WA, Inc. For usage Condit'ons Agreement see www,bxwa.ccm-Always Verify Scal BEGIN WALL END WALL - CDNC OP RETAINING WALL WALLSTA WBO.00 WALLSTA p+25.B7 (TYP.I SEE WOE FOR DETAILS- �DUVALL AVECL STA 917+18.38 SORT DUVALLAVECL STA 917.33,3850'RT • PROPOSED PSE}80X WALL 1TAOM3 DWALL AVE CLSTA917+IB.93.83'NT-\\ C_ , I - D+20,33 WALL — _415— — `� _ 7 DSOALLAYE CLSTA 917+33 43P3pT EXISTING ROW<- A3 WINGWLL(iYP.j-/ / FOOTING BAIXWALL \ —\\\'\\--:\\\\ 9,\\\.>\, PERMANENT TNLITY \ EASEMENT TEMPORARY CONSTRUCTION EASEMENT SACxWAM FOOTING ` PLAN (��\ Y NI FEET Y IJ .. 5EE® yj / FOR RESTORATION NOTES ` / L \44,' . `o \\\\\ .\\\ / WINGWALLI ` WINGWALL3 `, WTsoo STD:CHAIN LINK FENCE :•_• - <. EXISTING GRADE , 1 .7 701I CIF WALL TOP OF \\ WINGWALL(1YP.) TOP OFWINGWALLS 1\ TOP OF WINGWALL2 - ELEV.z 424.66'........ . i.................... ..•. ._ ...... .....,..... Y ._........-`\..._. IFV._424.38' 5 425'... 1 Z 1 1- P ELEV.4423A0'ALL ' 1111/111PPY .: _-- 420' fINGHED GRADE BOTTOM OF BACNWALL 3,O WEEP HOLE I2%SIOPf BOTTOMOF-WINGWALL DRAIN TO DOWNSTREAM SEE ND SHEETS FOOTING FOOTING(iYP.) CATCH BASIN DEVELOPED PROFILE NORM 1'-3' Of CO 1'=3' % a Spa 8.qe, EMBED CRY OF RENTON DUVALL AVE NE DRAW.n0. WD2- sb` uvma er. RIM BID DOCUMENT PUSUC ORTTONAR.. EMMET w. TLaT191R5 Y + SUBMITTAL TPAtOPOMTATAm DIMON OECD BD REL__ Pa DAZE no. APPWYID IDRCONSTROcrroN WALL DETAILS WE .FED DM 1YDI MGR ar ev, Osn. SHEET2OF3 NA= DEWED!DESCDPIDDI (IT APP. DATE P 'm' THE PUTIELTDDISTDO.D4 Wr"r+® , slap no.�F_OP_PL Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.coo- Always Verify seal WALLAUGNMENT 1T-0•BACNWALL &WORKUNE 1 �. 'OUT-TO-0UT SIOPETOORAIN 3' 1'-0" WALL ALIGNMENT I iMIN. Vt &WORK Uta —I 1•-0"1;�'� 1 3'f[HAMFEP(TYP.) :MAX ia Dk L 1 NOTE(M. 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PLUG SLEEVE DUR NG[ASTTO NG OFVENT CONCPETE INFILTRATION j_ - DETAIL ^ SECTION ^ DETAIL (, MOSCALE - NOSCALS - NOSULLE - 2. POSTSMUSTBEINSTALLEDVERTCAL f. NOTE:EA I_P]NOT SHOWN & roAt CITY OF RENTON DUVALLAVE NE nowmssO. Wint}F`..-it smarm AU BID DOCUMENT 011111.10305�ru NT vla,naw. u�Fmins "'" ' Parametrix SUBMITTAL 0101 00.00 NIIIYWx Nm OA NO. S ona9n JPM— APNwv00FoRcSNSIALCIIaI WALL DETAILS GATT: FI9mn � oPiE °'Ic REENO. -Tv 9l NMI. ROuual uLxwvruYl 0 'APP. RAIL �� iVE:wT,atTFP4u w4as -•-"gym• °`O 9r DUE SHEET OF S Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see ww.bxwa.ccm-Always Verify Scal 1 -i GENERAL NOTES: / y. ly r In \ 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING Excnsi / 2 UEILRY LOCATIONS. '],a, tFT L is- "— 2. ALL RECTANGULAR CATCH BASIN FRAMES AND -_� _ v e W N GRATES SHALL BE VANED GRATES PER CORSTD A Z { " PLANS 209.00 AND 204.20UNLESS OTHERWISE + • !dl>- __._a_ 4._ W NOTED. W N B. SEE SHEET W2FOR ADDITIONAL SURFACE WATER [.upa DUVALL AVENUE NE IN DRAINAGE NOTES. _V ��f° IL fl w 4. FOR TYPICAL STORM PIPE TRENCH SECTION DETAIL. I� I ---- —I-�' •^ �—1 _ 894 o SEE COIL STD PLAN 230.20. �^' I + 5. ALLCALLOUTS ARE TO TIE CENTER OPINE m STRUCTURE. 0 CB R3 OT�1NE TO EX1Y CMP• co Q 0. PROVIDE STORM GRAIN INLET PROTECTION PER 2 5 C942--- / CMS CORSTD PLAN 216.30,FOR ALL NEW STRUCTURES I -.__..... _ AND EXISTING SIRUCRTNESCALLED ONINTROE {-'- _ _ __ _ I SHE MN PROTECTION UNTIL _ - ER. MAW INLET T p ¢PJp rei PAVING AND ROADWAY OPERATIONS ARE ..1.,_,� - iGm o OI J �-_1J -. COMPLETE. •-. _ .._,,, .-. to --^ F O UO O` E%CB• T. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL 2, ,Tt I SHEETSDI0.IF AT LEAST 8,OF SEPARATION _--_ q,`I`!`� --�� Lam„ —� BETWEENUTIUTES CANNOT BE AOBEVED,REPEP, - O11'CMPOOIIPUNG 0 700ETgIL 3,SHEET501Q �.,./ -J E43d33' • O. L. NOTES: Zi 1'.3 1 W O CATCH BASIN TYPE 1 PER COO S70 PLAN 200A0 -Z //[[�� O CONNECTIONTO DRAINAGE STRUCTURE. ( SURE INIF FEET 4 O4T44'OFFLINE TREE BOX BIOFILTRATION UNIT ®0 20 40 0 CONCRETE INLET PER COIL STD PLAN 20030 } I I -----i 0 CATCH BASIN TYPE ILPER COIL STD PLAN 200.10 I I I I 0 CATCH BASIN TYPE 2 PER COIL STD PLAN 20190 1I I i 5091P 12.(PP) 430'I--___--._-- I S-410200 FIAT 1 439, i EXISTING GRADE AT j _ EFTYP) - --_-- - ---_ C4IN N (-_- ---_--_--�_-----i- -------- I 59.11f 12.Dm I I j ( S.113132 FT/FT I i I f- CBpS 3r8E213E C148U311245B 7/37YPE it _ < RIM E89112:66315'R WN22.SRI (1 13 CBR2 TYPE EA23.111 W(12',NE) IV-42250ON T(1 N)— SYA892+5832315 N IF^4225000FE32',5) Y RIM 13`424-77 IE42148 IN(1 2',N)' IE420.70IN 12'N ✓'-" -----E420.20airf13.W) -...-IE--42148 OUT(12,5) • MO 1._ 410 5 ' L C-11N NGGRADE A7 C-I1NE(TYP) t n 1 ,n o R of e e �� - 1 I 891+00 892+00 891.00 89409 PROFILE 5 HOWL'1,20' -17 0ERT:1,4' F. �H 1150 00 — CITY OF RENTON DUVALL AVE NE 1IIAWINCHO. SDl ;+ R. DRAWN BE:AR_ _ BID DOCUMENT Punlxwows REPARIwrNr MIMEO. 11i17950 �y YI fe51GN BE ELL___ 11WIAYONG OFP OVEN jt; �Q E. A _ Parametric SUBMITTAL STORM PLAN AND PROFILE rrR.XO' S ►•\ ,Y' Af990YIDHXl[RNITRULTION DAIS 1010041 MU Rum cvc STA 891+50 TO STA 894+00 HOME Rosen REGRET I RE no. RATE VWPUna1nrouanave .v.wr... mm B': RUE SHEET OF13 SHEDD°.AD_OF 94- Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see Lww.bxwa.ccm-Always Verify Seal • GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. -- ------- 2. ALLRERANGUTAR CATCH BASNFRAMESAND -��. __ ______-_.____..-_____ GRATES SHALL BE VANEDGRATES PER COOESTD ('7'�_ PIAN5204.00AND 209.2DUNL650M SE ..-^..^.__ _ '--' ice-`.-_-_ NOTED. y _.____r.__ __..a. ___._ r • .__r-.,,-. - __ __ �"�`-"-^-- -r iF 3. SEE SHEET IA2 FOR ADDmONAL5URFACf WATER --a -�`"- °__ •_. -.>.____-: ^•" y DRAINAGE NOTES. r C-LINE 'w--- .- -__,.a_-'-• P . - h ._-c- _"ti'' .-a---_ -.--a,..--_... -«z. --._.;i_._- W 4. SEE CORICALSTAN 220.E TRENCH SECTION DETAIL 695400 _ - 2 SEE COR STD PLAN 220.20 y - -F�--T- W 5. ALL CALLOUTE ARE TO THE CENTER OF THE �� - �I _ _ BYOWO VI STRURURE. -_.-____.-c.. 400 _'- I 91 C2 6. PROVIDE STORM DRAM INLET P ROTECTION,PER LO 88 COE STD PLAN 216.30,FOR ALL NEW STRUCTURES -i- OUVALL AVENUE NE if AND EXISTING STRUCTURES CANED ON IN THESE 'T,T o0 SHEETS.MAINTAIN INLET PROTECTION UNTIL yl -d-----`_ _ --tu'j4v1 -d PAP- Q DAYING AND ROADWAY OPERATIONS ARE a P_�d.� 1/1 COMPLETE. m ( -_�� __ �,_ _ 1�-p.-._- -- -._ _ _..-. .. - T. FOR CR059N SEE DETAIL 2, RI ,�'�•�CT J �� .��-�--.�— D _P P P "P_P_P P Z FS to 7, !Q `\ �a-' SHEET SOULUTIFATLEAN CANNOT SEPARATION p CBp6O 1 ` CBR36 Ol -- ~ BETWEEN IITIUTfSCANNOT BF ACHIEVED,REFER g V 70 DETAIL 3,SHEET SD30. Q p. 2 NOTES: OCATCH BASIN TYPE BEEP COP SIR PLAN 211100 OCONNECTIONTOORAtNAGE STRURURE. 0 41,4'OFFLINE TREE BOX BIOFILTRATION UNIT 0 CONCRETE INLET PER COR SID PLAN 20030 0 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 N. ' PLAN .4, O CATCH BASIN 7YPE2 PER COR STD PLAN 201D0 S SWENfBET f 0 20 40 �_ 44D c _---_. -a._-.__- .. EXISTING GRADE �'' ! PROPOSED GRADE AT r PRO➢OSEDG ADE AT SIDE WAIX EXISTING GRADE AT� Y:C.UNE P� PROPOSED GRADE'AT- Q C-LINE ETYP) J (TY) MEDIAN I r Ti cY ( 553U Sr PI 24.21F114(PM 394.3U 32'IPP); --- 5�.01j --- --- ---- . - - 5=04LGp FdFT - ------'--------ammaatilfi--- --I- EB930 TYPEI 1 up,__-_ _.._._____..._.__..___.....�.I.� CBHA TYPEI '"-CBt36 TYPE) n �'-- _'-" !4ffi STABSBESA,B66.TR �D• . ^ STA 836416.86 , 3,4 'STABB5L61.60315'1'' LL RIM ELN29.T4 RIM ELN2955 j h WMEL.428.7A I IE•425.TRI IN112".WI IEa415,13 OUT fir.E) IE:A24A5 M 112•,NJ ! 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For usage Condit_ons Agreement see www.bxwa.ccm-Always Verify Seal GENERAL NOTES: N 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING In In MISTY LOCATIONS. W j 2. ALLRECTANGULAR CATCHBAS9I FRAMES AND sm 4 GRATES SHALL BE VANED GRATES PER COP STD y=j ' 1 2 O EA CBBB S / PLANS204.00 ANDZ04.20UNLESS OTHERWISE 144 R NOTED. w h r _ _ _ --' y / . '^t -- PW' 3. DERAIWIGE NOTES.R ADOITlOMALSURFACE WATER 1n pi--'--- >-=>.—_. .,o.-ter.,-"_._,A, ...il _ d-_____. e'1` +L —i 2 4. FOR7YPKALSTORM PlPETRENCH SECTION OETAII, _._ E% 'O SEE COR STD RAN 22010 I.. S. SALL TRUCTURE. ARE TO THE CENTER OF THE In STRUCTURE. w --'.,_---"----s:—__— _ __S,O21NE _ _ E._ a, " c� '---p Z �e 1_F'�2A�I�Nq + 6. PROVIDE STORM DRAIN INLET PROTECTION,PER _ — 899,30 — 9O0400 '�' 001.00 902400 .- 903 p COR STD PLAN 216.30,FOR AU.NEW STRUCTURES U "I— —I `E -I \ a. AND E%ISTING STRUCTURES CALLED ON IN THESE Q SHEETS.µAINTAIN INLET PROTECTION UNTIL '�°� DUVALL AVENUE NE 13 PAVING AND ROADWAY OPERATIONS ARE Ly COMPLETE, ` p 7. FOR TIPICALUTILNY CROSSINGS,SEE DETAIL 2, — i = SHEETSDIO.IF AT LEAST 8"OF SEPARATION 1 --------------------�` ! r'I " (3 BETWEEN UTILITIES CANNOT BE ACHIEVED,REFS, ° \ _ // ( l` OQ y81 1i•(PP) Q TO DETao-3.stIEETSDlD. 1 `I� i i/f 4 / [arty z B NOTES: y� O CATER BASIN TYPE I PER CORM PLAN 200.00 3� I ' 1 IX24'COtK CULVERT O CONNECTION TO DRAINAGE STRUCTURE. .= p IE490.14 I 1,., F 0 47.4'OFFUNE TREE BOXBIDFILTRATIONUNIT R I 1 I 0 CONCRETE INLET PER COR STD PLAN 200.30 ' I I PLAN '` ©CAT03 BASIN TYPE 1E PER CDR 5T0 PLAN 200.10 SCALE IN FELT '�r' alCATCH BASIN TYPE3 PER COR STD PLAN 20L00 0 10 40 440 PROPOSED G 3A0E AT auR£(TYP) 6L1LF12"100- I ER `LTING GRADE AT S�.00SI FT/FT 1 S5'W C•I `�INE OvP) ;:1 L 8BD 72'(PP) 4 11So-1O*--FT/TT a 43 — —430, ■ /I 0387 TYPE EX= STA94r TYPE II 292318 STA SOOi68.7B 3L6'R / "STA900,9/3L9'I TA902P20.6B 30 9'P ■ RIM Elc432.96 NM CW3383 I2H30.78011T(12",W) / RIM EW32.65 IEW30.781N(126,10 IE•431111DUI2',SF) IE43D.1000 1E429.78 IN(14',NE] S7A90087.80 4EA 53 T(12',NYY) IEW2A78 OUT UV,SW) I ER WATER MAIN IE PER — 110' • COR A98UILTSHEET -7' c W3363 DATED02/36/2019 F%15TINGGRAD£AT PROPOSED GRADE AT % __ GUNE(TYP) !/ OLINE(TYP) i; gg 4 sR 4$ pRI 42 as as 4m 44 44 44 44 44 " 4,;U <. <a as as Ie.F as 76 W as 4a as 50 30 3$ 3" 3" 5 I S9011.60 899490 900400 901400 902400 903+00 q PROFILE L' NORM 1,20. VERT:1'n4' v 511RW I -- CRY OF RENTON DUVALL AVE NE MRAvaxc K. SD3 ,, y,�I"Y') DRAWN BY._IRA-____ RmRGi,O. I341T/91H'+ R iI uv6NR TM BID DOCUMENT NIRIICM9RSPEPAOVOIr ,L SUBMITTAL 00134010ATNNpY-DX ROAD NO. f'arametrix pttE: Us2Pn maaan "u_ STORM PLAN AND PROFILE o APPEpYTD EattorsmlclaN STA 898+50 TO STA 903+00 wFErrvo.J2.aF_9a_ E t /� MO M6B _4K " - '..r,.m. 615 wh. SHEET3 OF 13 WAR PEVG�3IXYRN�1 fir APP. GATE FRre PU1161n90164Atla8 � _ Provided to Builders Exchange of WA, Inc. For usage Condit_ona Agreement see www.bxwa.corn -Always Verify Seal SEE SHEET 1 L� ! 1100111 GENONAA NOTES: 1. CONTRMUTT CTOR LOCATIONS.FIELD VERIFY ALL EXISTING rI E MtfIY LOCATIONS. ' d COTS I 2. ALL RECTANGULAR CATCH BASIN FRAMES AND STA 9COTS , I 521F11°lwl I GRATES SHALL BE VANED GRATES PER CORSTD I PLANS 204Ap AND 204.20UN1E55 OTNERWISE NM fV43G89 \ :/�S+O.00SOFT/FT �B NOTED. .-CBFI2TYPElO STA WE) I�k / I I ,I 3. SEE SHEET LAI FOR ADDITIONAL SURFACE WATER L�n■� / F� p T 1 a.°4'N."-,,ll? tlt;^ /� J'� ! J (l f� j t N DRAINAGE NOTES. LVV11Mq� '� rr- T-^, it Y,.y- _ Y• -_ �_ _ _._ ____-,_ d. FOR TYPICAL STORM TRENCH SECTION DETAIL. SEE COR STDPLAN 020. N s _�•_.__ LBW TYPEI 1 - W sn 5 STRICTURE. S ARE TO THE CENTER OF THE M 1--ER C61110 A. CO OI TBAI6 TYPE I J--C•UNEIn ..,.-..-..-.-_-�......___-__.y..___-__.,;_-_-_— --__.-.. ____._ —g _y,-_ • 1{ 6. PROVIDE STORM DRAIN INLET PROTECTION,PER -"�- - - G O G CORSTO PLAN 216.30,FOR ALL NEW STRUCTURES ro.00 — _ 404+00 _ _ B65MD \ 00000 1 007+00 _ me W SHEETS.MOINTAW INLET PROTECTION UNTIL o } AND COSTING STRUCTURES CALLED ON IN THESE of I �— L I —I — _ 1 —1 m PAVING AND ROADWAY OPERATIONS ARE a DUVALL AVENUE NE Q COMPLETE. N I- W I W 7. FOR TYPICAL IunuTT FATLCR05ANGS,SEE MIAMI, Z SHEETSDIO.IF AT LEAST Er OF SEPARATION LTIA14- \A. I# P -- -- BETWEEN MURES CANNOT BE ACM EYED,REFER 2 SEE SHEET S06 _ _-__^_._-.__._.A-___�= TO DETAIL 3,SHEET SO10, I- 12'IPP) , II- �_ } Q " Y..� -,r"- -sac_-__."'____'°'�.:-F � f° r -'�="` NOTES: �- `l CBAIO 10 l :'.7) \!*C•r'tO 1� `'`,c•i o1 I(410. ,,......,---- --- , P OI CATCH BASINTYPEIPER COR STDPLAN 200.00 Y'y F.., \ awn 1 Oi wits \' Iltl�.WyJ j 0 CONNECTION TO DRAINAGE STRUCTURE, T i + ! r4 04'R4'OFFLINE TREE BOX BIOFILTRATION UNIT PLAN (4\ 0 CONCRETE INLET PER COR STD PLAN 20030 SCALE OIFEET O®20 0 CATCH BASIN TYPE ILPER COR SW PLAN 200.10 '^ 450' -'- -� --)-- ( 450. fi CATCH BASINTYPE 2 PER COR STD PLAN 201.O0 1 I 'L I 1 I SM.0050 FT/FT OL NE(TYP) --` r!- - I T_1 .- LI __- ._____. _ ! -_---1I913F12'{PP)- f+ -- -�_-_ _-_- I _{._— T— ( _—_PPQP_QyEP_099OEA p I 130.O1F 12'IPP) , - 5.00050 FUR t 1 + — GLNE{'YP) 5.0.W50 FT/FT + I i- I r E- I r £' - keno TYPEI •-- 5TAS44ASS1 I -R A906IA35 Sed'R STA EL.435,E1313`R _ L70.43.TWE J NMEL-437.72 '.` STA 903+3941315'R RP4 FLy�rAS RIM EL MR.E3343'R QM12.9DOUT(12%SW) .- RIM E1W34.91 RIM EL-436.7$ if 111',10 I i I&631.4 OF Iu.,N) IE432AOUTIII•,SI 1E.4,42.751N 112;ND) ENISTINGC EAT O / ED DE A7 IF^4319 OUT I12'S I C•UNE(lYP)� $ ,1 _ - __ ., - IE�431.750UT112',S P) der d ,a erg �^ All 53 j� �Ie Ws '4I� Ff �� A' ;r w �� I� i. "� _ _ (" <a Q< e. a ee af'^ o o Qa a< of er — t` m _i — ---- pIa P�� 9O3wo----- ---- ------ ---- were 906wo - -------- ---"------ — -- - -900+00 ?MHO IMMO ti v PROFILE _ Halm 2'z0• VENT:1'w' a e y>, '/y IN J/M__ CITY OF RENTON DUVALL AVE NE NGNO.-SD4- ± �' Ce9rmer: vu BID DOCUMENT PBeucw0ru3 nze+BEPAnr Nona.. a+1Ttpx3 Parametric SUBMITTAL TMEAP 9030ION MYDOB NPANI NKt r; otter en RE___._. STORM PLAN AND PROFILE g 'T � mm NGR CNx APPROVED FaLCDxsrBTlnroN STA 903+00 TO STA 908+00 DATE, F05mn ' MOOR BENSBEI 0E5CNFm1H En' SIP. DAIe ,� FRR PB]I4TOI%45404 R -•^-'®•O° m' BY: wrf. SHEET 4 OF 13 Dim NO. EI .9F- ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Seal I al: � f i GENERAL NOTES: I) U IO 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING I UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND EMU GRATES SHALL BE VANED GRATES PER CORSTD STA 906• 44A9'L �,I f 5.a"1""1 I PLANS 207A3 AND 204.20 UNLESS OTHERWISE MN EL436.89 \ S.0.0050 FT/FT HOTELS r-MUTPEI OS 12'IPP)IE=43L28011T(NE) I,,./ .y� / 3. SEE SHEET IA2 FOR ADDITIONAL SURFACE WATER [] `.l.i.'4V.�f �u ,�^^y inn II , 9`\ y Ln DRAINAGE NOTES. N : n7"V ^i`- T o'7r6�t "- ._ -T ..j \9 - 4. FORTfPICAL STORM PIPE TRENCH 50C'TION DETAIL, _ __ _i 1'PP . 1 �\ Y'4 'Li SEE COR STDPLAN 220.20. y 1 N S. ALLCALLCUTS ARE TO THE CENTER OF THE w •T_� —_—_.F — -[B/O7YPE1 1 - w STRUCTURE. to \-Emma`2)� _.-ay_.-__ .y_O CBRI6TWEI _ C•UNE VI .J _ 6. PROVIDE STORM DRAIN INLET PROTECTION,PER c --_ ss _ g) - _��-__ __--- -: -�,- G O a COP=PLAN 226.30,FOR ALL NEW STRUCTURES AND OOHING STRUCTURES CALLED ON IN THESE co 007;40 _ Ea c0 SHEETS.MAINTAIN INLET PROTECTION UNTIL �� -I - -Jrr� - --I- - BaI -I - I I -I co PAVING AND TIOADWAYOPERATIONS ARE 115 a / DUVALL AVENUE NE * -00.3.00 L- c COMPLETE. N1� `., I I W 7. FOR7YPIULL UDLTTY CROSSINGS,SEE DETAIL 2, \\ z - BETWEEN SDIO.IF AT(EAST B"OFSEPARATION .7., C9814- ••n--N..-L s - __._--d__.- � BETWEENUTUTES CANNOT RE ACHIEVED,REFEI(_ x SEE SHEETSD4 '-'-" TO DE SHEET SD30 F _ � --SSIPPI ti�^,�y��( �l•Ivvl_ _ 1 /" ` /li; f. - --i-c ` ^.,.i-.. - -- NOTES:DETAIL 1--[B870 p'f #f` \\`�i• ` `�`1c� _ W ! --u� �1 CATCH BASIN TYPE 1 PER COR STD PLAN 200A0 lily CB013 C0815 ' M i /JC,-/I� 1; j ' O CONNECTIONTO DRAINAGE STRUCN/RE,, � [/ it ^� i — • O47W'OfiUNETREE ROE BIOHLTIIA7ION UNR SEE SHEET SD4 PLAN 4�// 0 CONCRETE INLET PER COO STD PLAN 20030 SCALE IN FU 0 CATCH BASIN TYPE LEPER COR STD PLAN 200.10 IIEM ZA 0 20 0 0 CATCH BASIN MAE 2 PER COR HID PLAN 201.00 b 45W 450• -- __-_—--1 -. _- _-___-_Zi i v —' j / PROPOSED I EAT EXISTING GRA]E AT Pr CLINE MP) CLINE(TYP) i a /Ex1aPI % .. - I 1 r — rr -- ---- - — 13saElr(vvt 1 ----- " J 13551F 12'(PM WI oeso FT/FT 8 / S�.ODSOFrm e- r_.__- L- I _ j C8812TYPE1 EX C3811 CB816 TYPE! ®817TYPE 1,. PROPOSEDGBAOE AT 5 STA303F24.8131D'L -STA904L60.67-3IST- 'STA 905.95.6731a L' STA9044TIO$4L6'L RIM EW35.73 FASTING GRADE AT � CAINE TP) NM EW?347! RIM EL-636.85 PIM E7:636.98. FASTINTYP I/J -'IEM30.)911G( 1) 1E431.471N(12',N) IE-032.141N 112',NWt IEa32.261N(u',SN) ' IE43029 ODE(18',5j II43fA70UT112",5) a P. m IE.432.14GLUT(12",5) m1EE432260NT(12",sE) :IA a eP w' &a 1P wS nv .•w N ••n ."F^ Fr..' n� a Rgl �h m Wp — WV - eW WW Wa — Wm< W!W WI W_ 6o e4 "a4 '5' 35 WW e1 3 3:'_ 5 903400- 904400 4005H10 905400 80740D 1108440 PROFILE H011D:1'20' VERT:1.4' , iL-..7r: 'D"Y`�Q CITY OF RENTON DUVALLAVENE ovwHcpa. SD4A - MOM aT:AR__ BID DOCUMENT PRAU HRTVS EFPARTMRIT �crNO. 11AI7741R5 -` ! �Gf B" '""--- I'a rametriz SUBMITTAL Tw,1APOPTATRTT Enemy ROM NO. INFO Rn -AE_� STORM PLAN AND PROFILE APPROVED .ova FTBP31 S TUB MOR Cl..__ �: STA 903a00 TO STA 908100 NUMMI REVISRXI PLYWmI01 RV WA.' WE DM PUna1T90D-<04n0 ...mva® Ph_ OSTe SHEETS OF I3 • AMEND._4q_OF 9/_ Provided to Builders Exchange of WA, Inc. For usage Condit_ons Agreement see www.bxwa.com-Always Verify Seal GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. 0 4O STA 349'l-, O--i: t T 4x4 OFPUNE T90U i\ 4'rt9 U ETOBU / CE�L7 GRATES ALL CH BASD1 S __ _"�" �"�, _ - PLANS 20/.00 AND Z09.20UNLESS OTHERWISE 3 STA910a382,35,dL 'OFF \\ 1 SHALL RECTANGULAR BE CATOGRATES PER CO AND Y r_ '-77""_ - - i v 3 SEE SHEET 1A7 FOR ADDITIONAL SURFACE WATER • Sp ORAINYGE NOTES. o S --C9019 O7 M d. SEEFORCONICAL STORM PIPE TRENCH SECTION DETAIL wSEE COR STD PLAN 220.20. .-- �- u ------G 0- 0 )-.I L 4 L G 6 -t -G, L .. 3 G- '_ LL S. ALLCAOlRS ARE TO THE[ENTER OF THE ugar!i OD 900 ' 910F00 911400 - 9121M -.' _.• _ _____- 011 W STRUCTURE. SLa Wi1 '- LI 6. PROVIDE STORM DRAIN INLET PROTECTION,PER DUVALL AVENUE NE d CON STD PLAN 216.30,FOR ALL NEW STRUCNRE6 0 + C•UNE-� AND EXISTING STRUCTURES ON IN THESE m M SHEETS.MAINTAIN INLET PROTECTOR UNTIL C1 _ _ _ _ • '� PAYING AND ROADWAY OPE RATIONS ARE m r --�- P- --'-^- — r"'---r----r-- -� t- + '. T J�--- T'� "" rt°"-.--•�_-".•'.�T--O(� --~ 7. FOR TYPICAL UTILITY CROSSINGS,SEE DETAIL2, I. �:' 1.� '"' 2 {{��“.. SHEET S010.IF AT LEAST 9"OF SEPARATION W Z j BETWEEN 3,SHEETSDTT.78EACI9EVFO,REFER EX_ TO DETAIL 3�5HEET5O10. 2111 I- I-H RIMMH.w33 90 ¢ NOTES: 12'(fDNU IF429101N(S) 9'(EONC)IE-429351N(q O1 CATCH BASIN TYPE IPER CORSTD PLAN 200,Lp 17'(PPIIE439200M(N) O CONNECTION TO DRAINAGE STRUCTURE. ©414'OFFLINE TREEROX 91OFICTRATION UNIT PLAN -01,j 0 CONCRETE INLET PER COR STD PLAN 20030 SCALE IN FEET ® ©CATCH BASIN TYPE IL PER CON 570 PLAN 200.30 0 20 40 O CAT019ASIN TYPE 2 PER COR STD PLAN 20390 n b .454'OFFUNE TROD STA 910311,3517LT --..-_. ... - _ -NMEG437.T _, f IE..43158 OUT(4",N) STA 9120362 917 y, IIG _. _ _ ) - _ _ ._. .- _ - .-. _ _. _- _ _..- _ __._-__.__ __ __ _ _ ___- _ - -- ___- ?ROPOSEDGRAOEAT..-- __ __ E=429.82 OUT Jr,NI. ._ - _____._.-._ .. ------------------------------ -- I DOSTI EAT e r----_ ---T-----.-_---- I t C.UNE MP) curs TYPEI -- - ;- -- 2 STA ROM 311'1 ci ExISTNGG EAT- PRO ED GRADE AT IEMELY4 N�7 MIT EVIT r. ir(PP)C-LIn.(TYP \ � CAINE(TYP) _ IE431.R5 DUT(12^,NI- ------. j 2 F A 4 W # � 21 K'U a # ffi 94 .d 909o09 909.00 910•00 911400 91240 C99207YPE I 913400 S. STA91N4103314.L RIM TL.43263 PROFILE 1E-442919IN(12 S)- HOR@ 1,20' IF-929201N Ii',N') 4Dtt:1"°4' IF.42R18OUT 112•,NI J. ii 424i CITY OF RENTON DUVALL AVE NE ol5mlmNo. SDS_ F: f BID DOCUMENT Pu9UCWORES DEPAAixu5 NeRE1pO. 21417755,6 G..an Eu. f'a rametrix SUBMITTAL TIYe9POAEATIONDNA0N NO.NO. '- exlx R�, At____ APPIOYED RmcORSmYCIION STORM PLAN AND PROFILE DATE, MIMI EADI MGR cvt STA 908400 TO STA 913400 t' MRMMA RRTSI@10E.SCNPTO1 try VP. DATE �\ "'� IRE n11017 ONanpug -•.•ar,.m BIG wn: SHEET6OF 13 MEMO. 45.OF 94,. Provided to Builders Exchange of NA, Inc. For usage Conditions Agreement see www.bxwa.ccm-Always Verify Scal a$ Ti STA TRENCH+81.1,3B.RT-. GENERAL NOTES: T3 S TRENCH GRAIN GIN 1 1. CONTMCTORSHALL FIELD VERIFY ALL EXISTING 0p 5 4. O ®SEE DETAIL ;I (I UNUTY LOCATIONS. 7 3 SfA936H5.0,35.GL- W424 1 B IE DETAIL Jl d© 17A 91N35.9,35.OY C8023O® '3'T 4'x4`OGfUNETBBU �\ I ( O® _ Imo' '; " 2. ALL RECTANGULAR CATCH BASH FRAMES AND l * y 1 -12'IDI c1LVETx7< + a'x6'OFWNE TBBU V. 4 .1 GRATES SHALT BE VANED GRATES PER CD STD .,E� Ind 'sy�'.{ )1t� 4.1.2S7' 'i<> ti .� 1 '.rh I 1(y PLAN 104.W AND 109.20 UNLESS OTHERWISE � `•Id ( V >. Y_ "s9ISu00Fil - ' . NOTED. T .5 U+ tY1111t---_- 1-_- -r___ ITT - - -- - 1Y(plp) - -- - '� -.12 F31) V _ r--- --411P(^N 3. SEE SHEET IA2f DmONAL SURFACE WATER t OR AO L.C] -- - _ ) DRAINAGE NOTES, r ti w :-CLINE fi,-CBR4DO w 4. SEEFORTYPICALCDR STD PIPE TRENCH SECTION DETAIL, w SEE COR STOPUVN 320.30. N Z W , O C. O '. G E.y-= G------C' G D i G G' __ -Ox G-- ,-0 �C c -G W 5_ ALL QUA SAKE TOME CENTER OF THE +D 914+00 - C 915+09 __Diem G 917+00 R oil vF URE. o - -I - ,- - y - - I- - - y )- I I 0 6. PROVIDE STORM DRAIN INLET PROTECTION,PER O _. __._ - 9 -.. -._ ... -. .- _.. _-___- II . - COR STD PLAN 226.30,FOR ALL NEW SfRUCIVfl0 0111 IB 31 r ° ANDEX1531NG STRUCTURES CALLED ON IN THESE -OUVALL AVENUE NE --- -� 1' a SHEETS.MAINTAIN INLET OPROTECTION UNTIL A a Q PAVING AND ROADWAY OPERATIONS ARE y1 .__-15591F11°(PP)-3 " v-- 4 A A :A_._---t6 .--4JI- • a I- COMPLETE. w - _ __ "' 7. FOR nPluuunurrwomN SEX DETat2, --'-.�_�: �' ,17 -�' _ _ __ _ _ BE ACHIEVED, L rI} P P -� F= SHECTSD30.IFATLEAST B'OFSEPARATION ! I �d jro = BETWEEN UTIUDES[ANNOT fD EFEI ` g TOD DETAIL H 010. 2Ll, o,© STA914+35.0,35.0'R' ,' CB112TTFEI O ° O I t�-®PssTVPEI Q d 2 NOTES: �7 434'OFMUNETBBU STA914r13.503L5'R Q'STA916+35.0,35.OR RIM EL.01874 Mir 434'OFFLINE TBBU '614916141.63,319'R O CATDI BASIN TYPE I PER CDR STD PLAN 100.00 RIM El,42942 RIM EL475A2 RIM EIN7A73 IE425.92 OUT I4°,NI 1"� 11'(PP)IEd75.65 H(1) 1 4•IPVC(IE-421.56INIQ O2 CONNECTIONTO DRAINAGE STRUCTURE 4°IPVCIIEd25.70 IN IQ IE42392 oUT14`,N) ]YIPPIIE=@D.89WTIVM Il•(PPIE429170Ui(W) m 0 04'OFFLINE TREE BOX BIOFILTRATION UNIT PLAN 0 CONCRETE INLET PER COO STD PAW 200.30 SCALE IN FEET 47C4'OFWNETBBU ©CATOI BASIN TYPE IL PER COR STO PLAN 20010 STA.OFFUN9,35.0'LT D®0 _ 0 CATCH BASIN TYPE 2 PER LORSTO PLAN 20190 RIM E142909 77 CATCH BASIN WE 1 PER COR SID PLAN 200.10. IE425590UI'(4°,NI I WITH RECTANGULAR STUD METAL COVER PER ,- _ COR STO PLAN 20410 43(4'OFFLINE TEBU PROPOSED GRADE AT - 57A 916F3S0,35.0'LT .EXISTING GRADEA7 --CiINEETYPI I -- ' S. LB.p237TPEl 5 0215Furr _ v STA914F4 LSO 315% NMFL428A3 IE312409 IN(IY,51 .A IEM7A,091N(12',Q STA,1 TYPE0:I I E8ISTINGGRADE AT 1Ed15091H 14•,W) -50'S1G-i40:633L5'L PE GAINE(TYP) IE3124.09 OUT(12•,N) RIM E1r424.75 01440 TYPE IL ) ¢ PROPOSED GRADEAT 1EE34/120.4 1N(12",5)20A71N(4•,W) •STA 917324.663LS'L- ( / C-LINE ITYPF IE•420.401N(12°,E) RIM EL=42297IE419b5IN(I2•.W) `= 410` _IE-420A0 GUMS",N) IE41R.601N 1u°,S) 410' d, IF3418.6O DIET I1Y,N) as :� :� ��a a as a 5a na a as s 07 00. a_ 919400 914400 916+00 916410 91700 41840 1. 7 PROFILE -_ PORE:1,20, :y TERT,1,4' v 7.3 MAIM �� CITY OF RENTON DUVALLAVENE orawlNcno. D6__ _. + '(� BID DOCUMENT Pnnc a• 1L+17F9ws _ :s Y. YN---- Pe6LICYAFYS DEPARTMENT I?Rrametrix SUBMITTAL rr0 1100nrwno«non NRao no. acu ar: ., - STORM PLAN AND PROFILE lI APPROVED FORCORSTRUCTION DAM FI'¢E023 F'� ePm MR curt_-_ STA 913+ TO 918+00 2 HUME. EDAM DESERPMPI 0Y 'APP. DATE me ouN4lm015.aw1 •-•.-rw IF PATE:_ SHEET 7 OF 13 SKEET NO.-+F_OF 94_ Provided to Builders Exchange of WA, Inc. For usage Condit_ons Agreement see www.bxwa.ccm-Always Verify Scat e UI , IP STA 91843.1.38.5'LT 'C,RI n i STA 919rW.9,38.5YT I i GENERAL NOTES: I TRENCH DRAIN END LW TRENCH DRAIN END SEE DETAIL STA 93LN3g3,35.a 0 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 4Yc4'OFNNE TBeU LAP 4'IEW21.B2 'P45'VERTBND(PVC) STA920125.4,d0.0'L R 1 UTILITY 1AC4TION5, 4°45'VE9TBND(PVC) 1LF4"(PVC) _ 4'xs'OFFUNETEED D `y i �' ,' ,Tr IlFr IPVCIi) 2. GALL RATES SHALL EVANECHBATE FERCOR AND I' 3=00E0DA/FT 7 >( i 1/1 S�f000FT/F7 Q ��., STA 921H2..40A'L OO GRATES SHALL BE VANEl1GRATES PER CORSET ' `� tt�'. (2)d'-0S'BFID OK) la ! (31-0'-05'BNO WC) ® T . IVO'OFFUNETBBU �j,ET PLANS 204.0DAND 204.2DUNLESS OTHERWISE .. X • „ `'~ NOTED. 361Fq'lPvq 1 �4°IPvq `4•(PYq--- -6LF4•(P C) , "I'S4.OBW Fr/FT' / TT/FT-- 100011 FT� 1.0120O PT/FE 4 - ' 1 I p� p T -.•= 3. DRAINAGESEE SHEET LA2NO FOR A001T10NAL SURFACE WATER 0-1 _ - -- -1�a.ve -i---' •S =..eAll•IPP' Y!�7fF�rTc1- -"-- - �_11.1➢P .�"__ _ •�-rp DRAINAGE NOTES. •- 12 /(-� _� ;;� T - •#� 4. FORTVNCAL STORM PIPE TRENCH SECTION DETAI4 Iy _L_ ��7� (7 7� ° --^=L -+ . uh SEE[ORSTDPlAN 220.20. = L8827 5 `®y � 171 TORAiN BEGLfl11.CINI411, vl S.'- R k- L y r-CB92Bn, _y__ a x - S S. ALL[ALSOIRSARF TO THE CENTER OP THE W `,SEE DETAIL 2 STA 919NRI.9,365'LT" V` _,_- N d-_ 1 CRIER p.__.;_-„ _ -.W,_. 9-� STRUCTURE. ot =p_a p .-_I1-419.92 ® 44SVERT 8NDIPVCI_--. -G---' _ -.p O T1-uWi '� ` _ IEWISRd B1De00 I - "-G- p_�_-_p_. vI •4M • 919F00 I L -t- •931T00 ----p 'G -D 6. PROMDESTORM DRAIN INLET PROTECTION,PER G 9 CBR26TYPEI 3 ©- 1 -��,--- I Tom' - - ^-I _ �_ 828 CON STD AND EXISTING STRUCTURES 216.30,FOR AU.NEW CALLED ON N�THFSE 'N t "-�„_'"STA918N1.63,3ISWO Lax_-_-'.--211.81F12'(PP) 75 I I L CAINE j�� ti .E76TC8438TYPEI 2 -L'DUVALL AVENUE NE `Lm� SHEE75.MAINTAEJ INLET PROTECWON UNT0. 0 NM LY42DA5 �0 }TAT'\ STA 919.6B,g62AYR 6 COMPLETE. OPERATIONS APE H- 4yw[I IE•437b1INIFI ,----,-_v--) RIM EIJ17.91 to - a -..-r--- -Ir OP)IE-036.9q OUT 1WI p�P -_-12'IPPIIE•413.721NLSI -t-- ._ - ; r.-.-=r--.__.-r_ r__--__� UI 7. FOR-TYPICAL UTILITY CROSSINGS,SEE DETAIL2, Z / �r-r-+---+•- E%A32•ICMPI 1E 43kU INIFI -- _- _ ---F16T;.. r'- -r Fi---. L ,_ \ ..,,..1 .-.1, -- =.Ja MI D6T 1B'(OAN IE-01327011f(NJ��,�.-_L _ ` g"""vC^+e.+--"^--.ar -,",_'_,�_�_ L' _-µ� '= SHEEFSD30.IF AT(EAST B"OFSEPARAWON __ � `�` r _• 4 '_-_ _ ._ n„m•-�'^a�-+^• p. _� ^ BETWEEN UTILIWES CANNOT eE ACHIEVED,REFER LM_t _ �. � ^.1 - arf .�.J'j-- .^_" ---T -C -__F- - _ _A�-.__,r ._u 7O DETAIL 3,SHEETSDI0. I '" / Lp_'tom_ =1- -"5=--_»_d -=-oP.. T--..,.r=._--._L -- 2 1 R STA 91LH35.0,35.0% 3 Lk I / "' t S �^ 'C } �'� 4 NOTES: 4'84'DFFUNETBBU I PP T 7 { IRIM E1d2L19 L�r I I E /ram + KL. ~ 01 CATCH BASIN TYPE I PER CORSEO PLAN 200.00 IE.417.65 OUT(4',N) Q 1 Tf 1 O®R37TYPEI-+ 8 Z O CONNECTION Tn STRUCTURE.DRAINAGE 1 7. 51591994788,31.131 RPM ED-411327 O 47d'OFFLINE TREE BOX 810NLTRATION UNIT 1-STA91843,7,383'LT 1Y'(PP)IE.41182 Our(NI 4'45°VERT END(PVC) I PLAN 0 CONCRETE INLET PER COR STDPUW 20030 IE�21.10 I n 1 SCALE 0CAT0I BASIN TYPE ILPER CON STD PLAN 20030 0 20 40 0 CATCH BASIN TYPE 2 PER CORSTD PLAN 201.00 0 CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 WITH RECTANGULAR SOLID METAL COVER PER COR STD PLAN 204.10 u �P F.------� WON OFFLINE E.417.6T OUTT(4,N) I-_-.--. % RIMElN1732 ____i r.___-._.-�.-_-____--___ _-_._.___-.-.-1__-__i_._� .. .-.- P r-------T i -- I- Rim P. I S 4'FV'OFFLINE TBBU STA 920.25.4 40 D'LT I ! I i IE-01387 OUT(4•,N) i I I I I ? IS GRADE ATC•UNE )- .. ._ PROPOSED GRADE AT--.I - - .� - _ I _ I __.)I t LITI I i (TM GT SSG I P 1 C-LINE(TYP) - i I •� i I Dl1CTT i I .y j�N'OFFIINETBBU i I I' STA 921K23,903I'LT I r- -RIM E4M13.89 .f_. -)420' `�' ) ^ '- 1 I 1 fEx43D.39 OUT(4',NI - 5'OA200 RIFT I - _ ( 1 • 1 _y I I t 1047LF12•(ppl , - ( 1 I 'L TI I ! 1667LF32"(pP) ------ ,---- "_L_• ______. �_ 0 C8R27 TYPE li I ERB"55 I S.D�79 FT/FT i ENCASE MO'InA938r39.84335'L- I WCbF _ _ �, y i I-RIM EL.430A9 .. ._ _._ -_- , i-. ..... - ... .... .. _ _-. _.. r:_.__. _ _ _ _ I -- -_ 41D' CBR41 TYPEI ®M18TYDEI .T - _.I___.,_. c I IE=416.171N(12',5) STA 814427.12313'L I STA920411831S'L CU-24TMI k; ,IE=d17.171N(4',W) RIM ELNl&64 /-'➢ROPOSEOGPADE�7 I RIM ElP416389 pi �i5'L _ I 1E416.12 IN(12•,El 1E•41437 IN 112°,5) CAINE(TM) RN12.17IN 12;5) RDA E,+ IE°40A75 IN(1r,5) , 1E417.611N(4•,VT) IEd15.50 IN 4",W) I 1E413.17IN r,W ),IE-416.12 OLIT(12°,NI_ -- _- --- _-IE=414370UT(12%NI- /-- 4 __ ---- ._ IE.1216OUTI12',N)1. . . __ _-_ E.403.75IN 4 WI _- ,- _ _ __ I - --- - 199AU 12^(PP-- _, ~i - ^�^ ; . ( iw IE�OH.750UTL711 NI • ,.,.1„ „ ) { j S-0.lH2O FT/FT I 2 67itriv111e�� °t; -'7 --- --e -- a -I4 � .I-nln, __ -- moo sow / 81DFW PROFILE 921300 922443 - - - 1T33t00 EXISTING GRADE AT-' ROM:1'=24/ CAINE ITIP) VERT:1'-U r; 5005DE0 CITY OF RENTON �\�i r ------ DUVALLAYE NE uAwlxOlw.-..P.7 :' .Y ( OR4W11 BY:JIB.. _ PUPUOWOp50EPNPYBR o r rli``a AMURLASIGN CI Its BID DOCUMENT PADRUMO. 21417T94u Parametrix SUBMITTAL. T0.414POxr3TmnOrv4mx Rp�Np, • APPMVED PERCONDRUOIgN DALE: F463041 ', mLeaea AL._.._ STORM PLAN AND PROFILE ✓ ram mut «rc STA 918s00 TO STA 923+00 t- ''m Dr MTE:-_ SHEETS OF 13 • WEFT NO. ME.aP_94 MLA. RLm51W PESCPTPL1O1 LK APP. DALE - - R�.P1111411.POLLUI. ..s.'...m. Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Seal GENERAL NOTES: Ali 1. CONTRACTOR SHALL FIELD VERIFY ALL DUSTING S+� F 3 .STp925L59.6,gDA'L UTIUTY LOCATIONS. S7A 926+7HD,401'L 3.g O WM'OFFLINEMU ` O n 4'x4'GFFLINETBBU ALL RECTANGULAR CATCH BASIN L GRATES SHALLRE VANED GRATES PER CCDRS STD J �O�II _- _. { r a 'w. / IX®034 2 / PLANS MOO AND 204.10UNLE55 OTHERWISE 4 4 ! lT PPIa. _- wj J NOTED. e=iI ----'-� 3O'-STA423+92.0,40.aL_�Jy -- __� - - �ii�°'� _.., ® �� 3. SEE SXEETLA2 FOR ADDITIONAL SURFACE WATFA W r VA'OFFLINE DM -BOO-�- A-- - � - _ -_`y_y -----_.�, DRAINAGE NOTES. H __ ^--a-_ _� _. - _ III- o- 0 D IS _ 82 , 6_ --------¢ n C-UHF S.-.N�`CBp31O5 '^-- '-A °�'`._ P�I •{PP'- -c-. JFIL c_-___._"��- a. SEEFOR OR CALSTD STOPLARM 07RENCH SECTION DETAIL, 826+Oy __ -- c-____4___- a---'--S�J-CBe32- IXM�LHl33 th I -~ -~ --1 HORROR 0-- 0_, CO '•'-' --"'•--._._ S. ALLCALLOUTS ARETO THE CENTER OTTER CV _ STRUCTURE, c' DUVAILAVENUE"NE -�_ -�-927.00 _ `1 +-- � G. PROVIDE STORM D}WNINLET PROTECTION,ER An . • - W __ - . - CORSTD PLIN216.30,FOR ALL NEW STRUCTIRES —- T_ i _ _ _ AND EXISTING MEG STRUCTURES CALLED ON IN UNTILTHESE T + - + SHEETS.MAINTAIN INLET PROTECTION UNTIL V yam_ _- X. �-� .__y_._ __-� -_ .�—__ • '-'„+------'-T____. _ '-^. - y _ PAVNG AND ROADWAY OPEMTIONSARE -•....,_�l� ii T_._..�..��T- -------t---- r �a= =ema'-v .=--_, -_._-___ T'_--- -._.. _=..gip,[--�,�_,. " `- 7. T LEGS,SEEDETAILi-"--' ATLEIES C_ EETSIND. /// 0 S^ „`r 1 NOTES: 0 CATCH BASIN THE I PER COR STD PLAN 200.00 PLAN 0 CONNECTION TODRAINAGESTRUCTURE. SCALE IN FEET 0 47L4'OFFLINE TREE ROE BIOFILTRATION UNIT 0 20 4O 0 CONCRETE INLET PER CO STD PLAN 200.30 0 CATCH BASIN TYPE 1L PER COR STD PLAN 200.10 -- _- I I 0 CATCH BASIN TYPE 2 PER COO510 PLAN 201.001 47N OFNNE7Re STA923E920,OAP • -PROPOSED O DUSTING MANHOLE tl33 PPR71AtREPlACEMEN i.t 4I4'OFNNE7BBU CuNFtTIPI SEE SPECIALS 7 {I OR DESCRIPTION OF WORK.Eta4TB59' EXISTING GRADE AT amatioROLFT(0,NJ, C U R04 E3/A9SWOfi.20�A • HU STA941141.7fi 7dQFIUME 90.1'LT-r-_____--_.-_ NE I7T .-I__ -__.__. ___ D_ -____ __-.__ _ 70O -__ _ _ .__ ____- RUA El=a0575 .___ _ -_____ _____ a 1 fit' u ._ __ \ IE•403.750UT 14".NJ 9.2LFZ4°(PP) 'J' `__.-�1 //S9AIm0 FT/PT I % 5.0,010 ROT I -/ -,i I I--F I STSLF 2r WO i 4Da ®a3o TYPEi _�-- 46a IEW05.261N 4•, ._L_ _ RIM 391:�r 113.SU SB" ' -1 N IEd04.371N(V,Si .---- _._ __--_ _- _--CBa32TYPE II I -__; --".___.-, _ I __TYPE 13, SYA-923-i96BS315R- L�1 ELCM RIM EL=40&H6 I 1 2 ( WI S°O.mIA FT/FT I __ - - - IEN04370UT(12',NI-r i--- - - --- IEW02.s71N(4°,W( ----�- SYA 520RRT333L0'L IXNMf33 R'TTVER pIM ,�I. I , c IE=40L57 RA(11',SJ RIM FIr-004.70 -i-SEA 926iN6_SR33a1 IE.400.M RI(24',N) I IE=<OLW OUTI]B',NI IE•349.ATN118•,S) f RIM FLWOS.19 @N(12",EI UNIfOWN 1 ___-' - IN 24A IE=3941RIN a'. 14400.79OUT(2q°,511 - E=EWSI A. -- _- IE•39933 I ",N) 1 IE=399.22 IN 4 -, _. ___L._. _._.__-___ _. __-_--__!_ -_-____ ___._ __. _ _.. -.--. _ __._..._;--__". .-t BOTTOM CHANNEL- 5y1J _ _ ____ .. _._ IR O' c 67 OUT( n z ! 1 '-EIOSNE G(TYPRADEAT- -PRONOSEO GRADE AT CAI _- mh mm as elN �o ~g �I§ '� 4s D.s § 'gg g �• a;^ as s.s s; U a' = I 1 823.00 92440 035+00 PROFILE 926.00 027.00 928+00 now:1'=M' -11 VERT:1'-4 �r, 10 `II CRY OF RENTON DUVALL AVE NE wwsn0. SDS �. 'j7- O°gLVNB-_VA__ BID DOCUMENT +�� Y. TM___- PII61RYA05OFPARMBR P19R(.TNU. 2N1TF9ri. y •,� �`"x Parametrix. SUBMITTAL TBNMFONTATxxYpVBNN ROAmNO, • ^ WELL On AF__— ADPLOvm FORCONSTRUCTWN - STORM PLAN AND PROFILE ewe rTsmn ERR me .cent _ ®a S7A 9EET9 TO END sIOETNo.„AA.'OF_PA_ • rpanmp RLHNon I=vs,IauTN RN aev. GATE FNE Pw141T1Pafsn6vg _� - pv Rr>E.� SHEET90F 13 Provided to Builders Exchange of WA, Inc. For usage Condio'_ons Agreement see www.bxwa.com-Always Verify Seal GENERAL NOTES: 1. CONTRACTOR SHALL WELD VERIFY ALL EXISTING UTILITY LOCATIONS. 2. ALL RECTANGULAR CATCH BASIN FRAMES AND GRATES SHALL BE VANED GRATES PER COR STD PLANS 204.00 AND 204.20 UNLESS OTHERWISE NOTED. ! INVERT=39f.n / ` FIIOMASRNLT 09J3001 3. SEE SHEET IA1 FOR ADDITIONAL SURFACE WATER \ 12(W(O/LVERT / DRAINAGE NOTES. 1E=39739 OUT(E) 1 /- / 4. CORTIPICAL STORM PIPE TRENCH SECTION DETAIL, SEE COR STD PLAN 220.20 �` _.su� .., x 4¢ _� -----. . -- — � ^_H=-'— �"'" --- — EX CBN36 1 S. ALL CALLOW'S ARE TO THE CENTER OF THE 6 --FROM AS•RUILT09/2W2 STRUCTURE. lY(U�I-_-- 6. PROVIDE STORM DRAIN INLET PROTECTION,PER a a a 0-"'-'---'T ��rrr 0 - �.a_- 0 CORSNPLAPI216.30.FOR AU.NEW STRUCTUR6 -ra 11 $5 et ROOTING STRUCTURES CALLED ON IN THESE " SHEETS.MNNTAIN INLET PROTECTION UNTIL t�� 0-UNE ; PAVING AND ROADWAY OPERATIONS ARE COMPLETE. 7. FORT'PICAL UTILITY CROSSINGS,SEE DETAIL 2, MOO _ — S1f100 _ 52.00 _ ^� _ 59 _ _ 64.00_ SHEET SDIO.IF LEAST8"OF SEPARATION I BETWEEN UTILITIES CANNOT RE ACHIEVED,REFER' DUVALL AVENUE NE TO DETAIL 3,SHEET 5030. NOTES: OCATCH BASIN WE 1 PER COR SID PLAN 200.00 OCONNECNONTO DRAINAGE STRUCTURE. 0 414'OFFUNETREE BOX BIOFILTHATION UNIT /r • 0 CONCRETE INLET PER COB STD PLAN 200.30 0 CATCH BASIN TYPE IL PER COR STD PLAN 200.10 u A ' PLAN 4\ V CATCH BASIN TYPE 2 PER COR STD PLAN 201.03 ;„ SCALE IN FEET 0® DG 1__- rr EXLSTING GRA EAT �; PROPOSED GRADE AT•` / FLOWUNE ... F LINE / V ( f 40Pj -- I -.109ALF72'(O0-__ 40P j I SALLNOFT/FT - __ ---III r 9 `l 11 I z d IN C5036TYPEI CRISIS ME 5TA51 4936,332'1 -S1A51`H40.0099.P LT J RIMxE99A6 FROMAS0UBT09/ID@ RMEL=399.96 IE97AIINI32",SI IE4 39P IE=397.561N(12.,Wj—__.______—___.._-._._.�—__- 97.010UT(12',W(FROM AS —__BUILT09/7002 ygP'l 1E497.66 OUT 112',NJ -, . EXISTING GFADE AT ` -PROPOSED GRADE AT N I ! FLOWUNE _ FLOWLL,E \ Va Wm a .ti I g.A&a ss F,F, g F, AI I 50.50 51c00 52500 52500 PROFILE HO40.1"-20' VERT:1"=4' Z; . i' SURVEYED - CRY OF RENTON DUVALL AVE NE BRRVABa NO._S09 Y ' ... IWAWN n:-Y4---- BID DOCUMENT eoac AE. SIHET 9N5 v. PURII[KU05 EFPAAMD1r f if 0540SF. TM__ ' Parametrix SUBMITTAL 1BANDORTI NDONISpN ROM BD S 't. Daa R.: u__ _ APPROVED FORCONSIRUCTION STORMNTO ETA PROFILE mm mow core BEGIN TO STA 52+60 01iE. i[exqu NUMBER BEVIS=UESGCPTIDI ST 'APR DATE / Y.PUFInITRH1Sna. -�5 ua RE WE: SHEET 10 OF 13 SHEET NO. _fl 0i,94. Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see xww.bxwa.cam- Always Verify Scal 440 1 440. 446, WY 1 • ir--PRIOPOSED GRADE EXISTING GRADE- i PROPOSED GRADE W 55 • FEINISAHTEI,GPJDUND ,_ ......, - EXISTING GRADE--A C . 1 Ilir ill.1I'l 1 I-Try: ii- I ,,129 ,II.IIIILLI.:, JI, l'II III_ 1 L 11_ --- J__-1....rmr--- - _ s.d.o.nor \ t w / _ i_qmo[ruhunall113Efli ... 430. 1 EXISTING 45ft i , LIGUTY LINES CONTRACTOR TO VERIFY P.PA,_M J LOCATION AND DEPTH OF '-OLIVIA" \if 14.1...... PROPOSED UTILITIES ..., 9" _, oc OM TYPE I STA 96040.6131.V RIM EL-132.65 . . .!-- 1E430.43 IN(12",E) - -STA --- ,F 1 PROPC6ED }Ili 5'INOCROUT RIM EL.432.96 lE=43048 OUT(12°.W) ,G STORM DPA/N T .312 21,71 I _g-: IE i T cattanypt 1 STA 91444L50-B1S R NOTE: CONCRETE ENCASEMENT(TEDCANG)VALLEE UTILIZED AT / - EA 420' ID...428.90' EXWATER MAIJIE PER _ ERAS - 420. 42ty ' 51A91-aiAIRO 3-L5el. 1, RIM EL=4211.74 LOCALIZED UTILITY CROSSING IF MINIMUM PIPE SEPARATION ...,_,r 4 CORASGUIETSHEET RIM EL.42&43 IE-425171N(1r,s)I 420. (ELEVATION/CANNOT BE MAINTAINED/ACHIEVED. IET.L24.09IN WS.3363 DATED 02/06/2019 END CAP SECTION 1E424.09 IN(2.1°,1) I 1E425.17MT(12.,,; TYPICAL UTILITY CROSSING lE=426.0911414%Wl DETAIL (rN 'NADAL'MENDE DRAIN DETAIL EXIVIN,GRADE-- PROPOSED GRADE \ IE'424'.30 CUT M.+N) \ POTHOLE EXWATER UNE NO SCALE TAP DETAIL ti-Ay EXISTING GRADE-.\.:\ IF TT=SAT PROVIDED. \ NTS 1167 CLEARANCE REUXATEEX al ; ti M ti 6..fi t q r.,g WATEM LIMVERTICALLY g Fr 3 g Fr q 4 g 6 63 IWO 41400 41447 5000 51400 61443 STORM LATERAL STORM LATERAL PROFILE /TN PROFILE ieg"\ a ... HORN 1.40. SD3 HORIZtl"a2CA DOG t2 VERT:1,4' VERE:1,6" c3 * ti. " LESS THAN 6. CLEARANCE 18'rOSSING L . 7 . ---r i___ ,.- ---. I , . Pi ,-PkIOPOSED GRADE / L :Angry 4'1,1, -1.-11111-4). 430 , • .??. xf '''''-("447,-1...., ' i • EXISTINO GRADE , G f T W 1" I 450' eV 1-- 1 430' - I 1,-, • - - ... •1•Ii.:• 4•g.- "-j---- . 2,1 r 1 , ,--PROPOSED GRADE Z..; A \ /'Mit' =NV C _ v 7.........„, , _if EXISTING GRADE 1 , I T - ...-1- ::!.y. • ,1,,,, .,/,!(, •„..,„4,1 , . A, 1 ,v 1: -,v-:.,. ...1_ , UTILITY MAIN ' •'•,-. ., - .7 4aF.N:ftgloce- 63DEFLE.(00 i I i , s.1207817/Fr I ,I .R I UNDISTURBED 1 1 EI n 1 . 1 I L. 1 % • i i TRENCH EARTH ,I_JA 420' 420' 4212 1---- ' " i- ' - ica. , mcmi - ,O \ I 1 1 ODLE 12.(011 v t T Mann i . sA.0130Frin T C8N241YPE I ; 1 --5142264176132142 .F.. NOTES: _ . . ..__..._'ISTEatliMA.294.4246"6421N.7747W/5.1. • I 111/1.1.321.11111"11 F CONTRACTOR SHALL PROVIDE CONTROLLED DENSITY ELL(CDF)PIPE ENCASEMENT AT ALL \ RIM ELA421.73 I IE•421.55 IN Pr,E)I I G I I( 1 UTILITY CROSSINGS IN THE EVENT1NAT AN IV SEPARATION CANNOT BE PROVIDED THE 1 -1E.42029 . .... CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE UTIUTIES TO AN E=4,10.TICIPATE l4n IN 02..5) CR22STAPE I i PROVIDING AND INSTALLING COP ENCASEMENTS WHERE NECESSARY. 1&42.D.40 IN Cu%0 1 STA.911.1A1.63 31.5`ft i CB1127 TYPE IL i 1E-4.10413 OUT(12.,N) -POTHOLE E4fATER UNE I RAA EL420.45 CONTRACTOR SHALL NDTCOALSTRUCT ANY NEW PIPE 10INTINITHIN 6 FEETOFTHE r sTA nems:8432.5'L to. 4 - IF IIDOESN,PRCNIDE 6' lEaL17.61 IN 0%0 1 a EXISTING CENTERLINE OF THE UTILITY CROSSING. RD4o, 0 GRADE CLEARANCE [MATE EX I RIM ELa420A9 EXIST'G GRADE I / 1 1E416.94 OUT 112',VG CONTROLLED DENS EPA FILL PIPE 410'-EGSTIN GRADE Manta. ,,.. ERT I IT:MI6-121N(12',S) ICALLL 410' 41v 1E=4.17.17 IN(4".WI I 4ur ENCASEMENT FOR UTILITY CROSSINGS A IE=415.12 IN(12”,E) -PODIDLE EX WATER INIEI /1 IF IT DOESN'T,PROVIDE 6. F.i. 1 12.417.011N(V,W) gig . gl 8 ,.i. 4 ;IA CLEARANCE FTE EX !1E41612 OUT(12'.NI di• g ov". i.:..9 WATER LINE CAW I NO SCALE PAP ,2 BOWE 01400 62442 MOO 71400\ 71443 STORM LATERAL STORMLATERAL .., PROFILE riN PROFILE \-PROPOSED GRADE ,TL /IN 2 RORIE 1,20' 506 HOFUZ11,20' Mr Y.r. VERT:r4 VERT.11-4' •L' SUAVTAD _ CITY OF RENTON DUVALL AVE NE MAN=1.1. SP3.,.° _VA - BID DOCUMENT PUBIICWOMLS DEPARTMENT PROW'AO. 21,173045 112UNIIY: VPA.. Parametrix SUBMITTAL. . . TRV IMIAPORTAT INVISON FIRMA no. a APPROVED fORCORSITRICROH DRAINAGE DETAILS DATE: MUNI SHEET 11 OF 13 " MAWR ELVAWN GESCRIPT.1 Br 'APR. ME ' -... ....... Mk PUP141.719,45-111d, ....o......1. BY: RATE GREENS 54._KL OF - Provided to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Seal . . NOTES: L CONTACT TBBU VENDOR FOR SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. 4"SOR 35 PVC COUPLING CAST INTO PRECAST BOX WALL 2. MATCH DEWAL STANDISH OF RDDETAILLUME UD COO STANDARD PLAN 302 (OUTLET PIPE LOCATION VARIES) SIDEWALK STANDARD DETAIL OS' �\ 4A 0S' 3. TRANSITION FROM STANDARD TO DEPRESSED GUTTER _-- \\ 4. SIOPETOWARD TBBU OPENING,S%MIN USE REMAINING S. BEGIN/END DEPRESSED GUTTROT ANSITIOON AT BYPASS OUTLET PIPE STRUCTURE WHEN LOCATED WITHIN THE TYPICAL GUTTER KNOCKOIM FOR OUTLET PIPE CONNECTS 4^PVC TRANSITION WWI.TRANSITION DISTANCES ON BOTH SIDES oI LL:I _mot TREE IRRIGATION �,(PRECASTINRIORLTAATION UNIT) OFTBBU STRUCTURE SHALL BE IDENTICAL AS REQUIRED --- 13,pp Leff\ '\\„ / TW012j-45'BENDS 2"0 IRRIGATION I I I "-SHAPE INLET TO CURB \ \ PORT.TVA PLACES I 1 \ . A i I A 1 r------ / / l,r-CONNECT 4'WCTD i I �) I/, li BYPASS STRUCTURE I C� gI _y.-._F_ \/ --GALVANZED ANGLE NOSING --„{ I I THROAT OPENING \ B"THICK PRECAST TOP S4',' '.�qy -CURB INLET 1 _ __�,�J CURB AND GUTTER \, f I I OPENING FLOW LANE I I { IT-\\:\' THROAT ELEVATION�I--- I- �\ 1 � - RIM ELEVATION AT LANE �-BYPASS STRUCTURE y ' 1 RECESSED CASTE P7 FRAME 51ASS 1 THROAT(ENTRANCE) '� IP F �, N,� ELEVATION FROM CENTER -MAIOMQE CLEARANCE RETWEENSO 'wR6 OFSTRUCTURE AT FLOW LINE PIPE AND BIOFILTRATION BOX BY CAST-IN-PLACE DEPRESSED GUTTER AND / p�LyL A /r'/ TOP VIEW 9`-6.25"TAANSITtOPl TO OFFSETTING PIPECONNECTIONS AT THROAT OPENING(BY CONTRACTOR), / \_THROAT PROTECTION DEVICE ANDCLE COVERUT CAST �/4'X4'BIOFILTRATION PRECAST UN IT DEPRESSED GUTTER ON BOTH UPSTREAM AND DOWNSTREAM SEE DETAIL S THIS SHEET— 7 tNCLUDED IN PRECAST UNIT.DO AND COVER CAST , IMSSHE UNIT,SEE DETAIL DRAINAGE STRUCTURES IN TOP SLAB------ DETAIL 11455E{EET '4111 y' NOT REMOVE.LEAVE IN PLACE NOSCALE PIP UNTIL SITE IS NUNIVED AND 22 pODOWEL TBARS @72"0.G — J BIOLFRTPATIONUNIT6ACTIVATED. BIOFILTAATION PRECAST UNIT PLAN VIEW TO BE BENTASNECESSARY 'DETAIL BY CONTRACTOR PRIORTO n INSTALLATION OF FIELD POURED .', NO SCALE TYR GUTTER // PRECAST BOX WAIL -1 li J. RECESSED TREE FRAME AND TREE BOX BIOFILTRATION GRATE CASTE IN TOP SLAB --1 (MU)UNIT,SEE NOTES CLEANOUT FRAME B(OFILTRATION PRECAST UNIT THROAT OPENING B"TOP SLAB `T /I IANDOP SLAB CAST GALVANIZED ANGLE NOSING ! IN TOP SLAB F�/1 CURBAND GUTTER DETAIL n l \ 11 STREET NO SCALE TYP I T LNTEAIOCXING r---r- j L- 101NTITYPI-- :'1,-- _ 9-A 4 In I LY 0.5' a t 2'01RPGATION �I_ PORT,TO 3 PLACES • VP..Un�31Nh. U; V?vi.U1U7.1iA17 • v: - .11=1 II I I III I a ' IIII II = I- I� DOWEL 1 III IY'ii�—� { u'D.c IT> ' PRETREATMENTTMULCH CERTFLED __---_-__-4T'-. -- _ ___ _.--___._..,_.-SO_—._.___—...,___.__._.-- .4,7 _____.-_—_ - 1 !I R II I Alp I II I, w WR&OLFIL DN SYSTEMSANOPEq I TOP OF CURB 0{OFBTIIATION 'aI \ </' L N e_ 4. _Im ILA! III�II II_ THE ELDLDGY STANDARDS I UNIT I E --__.-1 1 4..� ,i �1 �� • •'_ N.-BIOLFILTRATWN ENGINEERED •'•'Y• ,�•�'i�u .•: AIEONPULTHE ECOLOGY �1 I ----1 . TOP OF GUITEN PAN ''',. TIi'UL�.-:%Y1.:'J�'•l`,.:';'Li:Vi'1I.1'1�.-.' w.,, .�-_-_ ._—___ —UNDERDRAIN STONE PEA 3/8'PREMOLDEDJOINT FILLER(TYP.) �,,• THE ECOLOGY STANDARDS AIOFILTRATION SECTION `s. DEPRESSED GUTTER TRANSITION RIOFILTRATION UNIT THROAT OPENING DIMENSIONS 2'CSTC DETAIL n N-PERFORATED DETAIL n DETAIL NO SCALE TV UNDEAORAIN NO SCALE TYP NO SCALE UP SYSTEM ' suntan CITY OF RENTON DUVALL AVE NE WAWwGRs.SD11 ca iv:./r�� DRAWN ET: -YN-L-__ . Q ' PUmmYDPTS MP/MIAMI !y: +` �� MGM BY: VIA BID DOCUMENT TMPAPOaMTgNIRYNUN PRO0ENO. x14EmAs Parametric SUBMITTAL EASE . 5 _ APPROVED TOLCONSIRUctwN OFFLINE TREE BOX 1310FILTRATION UNIT DETAILS RATE: MIMI. ^m'NN cax SHEET IS OF 13 SKEET NO. 55-OF-Qq. .!MM. HEMsi@1 LRSCPom�1 RE ARP. Rolf �`L TIME PU1141TNP01554GVB -.rwo >`a El: - MTE._ Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scal - . NOTES: 1, CONTACT TEIDU VENDOR FORSHOP DRAWINGS AND 4 SIMS PVC COUPLING INSTALLATION INSTRUCTIONS. CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATIONVARIESI--\ 2. MATCH FINIS/10F FLUME UD TO COR STANDARD PLAN TR SIDEWALK STANDARD DETAIL FACE OF CURE \ 116S ATV DC INS ATir DC - . ,-7.,-'-'''' / CUREAND 3, TRANSITION FROM STANDARDTO DEPRESSED GUTTER. 4, SLOPETOWARD MU OPENING,5%MIN b} 1 I I I I - \ R.L S. DE6IN/END DEPRESSED GUTTER TRANSMON AT BYPASS 1 _, Iffy.. STRUCTURE WHEN LNCATED WITHIN THE TYPICAL GUTTER 1 TRANSMON IrPg.).TRANSITION DISTANCES ON BOTH SIDES 1W '---r m L \\ : OF TESL/SIN RE SHALL DE IDENOCAL 2.0 IRRIGATION PORT,ITP 3 PLACES 1 A \ 1111111111 \ \ A :LA 0...... :., .. 0, ........ , . , CURB INLET 111111 \ -CURB INLET,SEE 111111111 / NOTE 3 /..•, /f 1 1 11 i •J I i I R.L. i .• CURE AND 4.0Y ,i,..24Nr.„ 'Ir. GUTIER / / CLEANOUT FRAME / ii AND COVER CAST / \ FACE OF OJR5 N TOP SIAS PLAN '7,-- it RECESSED TREE FRAME AND ,-.., MEE BOX MORCIRADON f GRATE CASE INIOPSLAB II w-r ,.... ' .... z,. / (TEBU)UNIT,SEE NOTE 2 i ...- F..., M'S AT 12"OC Bumf LEI - i--CURB INLET '... 2:/ 1 SLOPE i CLEANOUT I se,—4.OPENIPIG '41. / i COVER I CASEIN TOP SLAB, #6.SATVOC .__ \ R.L. -\ . -........ \ 14 R.3. ---4. 4\ / r.):/rs, I I .-i. I„-->. :•..1 u a i-,.'S;.:-'.1.11.4 -. .. 14*-.4—.1r..:•.-.:;:::*::!,Iigt"7 i 7. I. i ,....- ... SEE WIG 1 R.12':-.1 745..0 ... ... ....!': I•2.0 IRRIGATION ,R. 4r. A ,_,•P.,,,PORT,TYP 3 PLACES— s_ • ,..., ,,,,,._._,.,:.•,,.. ,,:,•:.--„, ...!::--,./..-"..,-/.,/./....1 i.' ' 4, MANSION I -FLUME LID I NEW SIDEWALK SECTION 10INT MN , ; Well . '4"7- A.A.-''."411-Ali_ ,'"' •:.". 1...1.1112:4;ii..ii.P4m4'Liil NW.liti...1raill.72III74.A.,4.13:MA,_4ra•22TirgI''''''DEPRESSED ODDER ....•- ,,11. . ,—JI.= =III/-.?:.\ —CONTRACTOR FORMED \I 1 / .., 111=11 1E1- II% II .:' ' -4.4 WWF WIER 2.9 \ CONCRETE DING FIELD ,2-- I I I , rt .. -4 •ir •:!.:.--11 II J-4 I II •'7 \ STEEL DOWEL INTENDER(TYP) - 2.CSTC i EINMNIMI 6 ',..=11-11111- Ill _IllaTI=II ".' • g •,,r -,...--- ...-5...,•-•,..-----,y -PRETREATMENT MULCH CEITTIFIED '- 4411120110.1111064W.61:011 C: FOR WOLFECIRATION SYSTEMS AND MR 1' MII1111111.11.1111 1.1 ig i• ,..•.,4CIP.412.1:e11;i4glik-A12472.122720/07A4i .-.': THE ECOLOGY STANDARDS •-: 1.f allagniMilM .' '1 T :,..:;..:...,.:...i..\..„. i..,...„.., ..„ ELIOLLTREAR1101=Er ED • 'IrDNi2arICLAINrEiNT.MiT12NRCAATMOill 1 , ...•-• .48V.B11:1":rrile4'IlilrnirrINIL123ini..2,..41E17.2.reiONIT.TW: symognm 424 WAIF W2.921,9 :!. 3.CLEAR•-•j, -..1 k- PERFORATED ,---UNDERDRAIN STONE PER THE SECTION A-A ...F.1. 3,23. .11... M UNDERDRAIN ECOLOGY STANDARDS c., \ SYSTEM 4 .1 r RTC \--r CS-IC MESON BIOFILTRASION UNIT fr DETAIL :,-,- /TN SECTION EI-13 •••:r• mum et AM_ CITY OF RENTON DUVALL AVE NE 014.1.15.. SO12 BID DOCUMENT t '''.) DILIGN DV: ILI MIX AIMS[...mum' paoscrAo. 21417792* ....- Pararnetrix SUBMITTAL TPANSPOPTATIOIVIVeSIFIN Ad_— APPROVED FORCONSTRULIEON OFFUNE TREE BOX Elio FILTFtATION UNIT DETAILS FLO AAL DO > DATE FED DUI '''',.'•••••• n'•r I'I'l el I7l'"D.--6 AD ;21fr::' 7' SHEET 13 OF 13 WAND myeurNoEscaProN At 'ADP. ME SI, DIM. BRUNO. .51_Dr94. . Prcvided to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwa.ccm-Always Verify Seal • STA89N529,40.0'LT /7 1~il 0-) 'MIME E708716-W010iF3OOF0 I GENERAL NOTES: FIRE TASSEMBLY \ / I- , 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. CO x. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UMW _ _ /"r u.l I1 O LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. P -^__e_-_ _- -v-- "--"-"---a-- Z 21w- �W 3. CONTRACTOR SWLLLFURMSM AND INSTALL ALL MATERIALS AND ----'--- "---'�-- '�----X-"-''�-• ..-- _ EQUIPMENT NECESSARY TO COMPLETE THIS WORK l I STA®ZOSSAS8.TLT i W *- Lu 4. SYMBOLS ARE NOT TRUE SIZE. C•UNE DUVALL AVENUE NE .16"X6'TAPPB+G TEE(MNEL)r�`..�,-may_ JI N 5.GV(FEsMIR) V .1 5. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY.BID CONEBLOGE 1 QUANTITIES SHAILBE CALCULATED AS REQUIRED. --iiiii«Ri----- 692400 �,.- 09at00 2 I- - I - 4'j'-, 1 1- 094 2- STA fl91+64.2,41.2'RT -I,�j W 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS 816,TEE(MUFL), - _ I -REMOVE EBTSIINGRRE y BLEEOW. 6'GV(FLAMM) ` 1, J --- - -A---PLUG(M0 -- - - - --. - t HYDRANT 90j o' 7. ALL CONSTRUCTION MUST COMPLY WITH THE WSDOT CONC.BLOCK STANDARD SPECIFICATION(LATEST EDITION)UN1E550TIiEAWISE _��_...-..-. �.._-- SUPERSEDED BY OTT STANDARDS. J -�' RB U. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN - // T-- -� EI�N- ','""-=�rR�.� ,Fa-, DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILITIES TTP+„ "` - _ _ _ -�'E� VF AND MAINTAIN O£PFH OF PIPES.DEFLECTIONS SHALL NOT '.y�ji _ a -- :pa tl -' - - `° NL EXCEED 50%OfNOT THE MANUFACTURERS 5PECIFlCATONSAR^ - v,PR,J -F"-V� -\�I Z SHALL NOT CREATE AD RSHAIL HIGH OR LOW POINTS IN'V+` I— MAIN,THE CONTRACTOR SHALL VERIFY EXISTING UTILITY E" ••...,� e �1. 2 LOCATOR,AND SHALL CALCULATE WATER DEFLECTIONS „..„, .. I STA 69U049,405RT I �L ACCORDINGLY.WATER MAIN PROFILESAS SHOWN ON TH_' - �a a ( I FIRE HYDPANTA56EMBLY -pEiST81•ypND lrW(WD Es)TO NEREUOV® Q PLANS ARE INFORMATIONAL AND 00 NOT REPRESENT THE I! (WO B01 AFTER INbTALLATWNOF NEW FIFE HYDRANT. `� rL ACTUALDEFLECTION TRANSNION LENGTHS ANY DEFLECTION = I=I SEE SITE PREPARATION PLAN SPI' OTHERTNAN S09L OF THE MANUFACTURER'S STANDARD ALLOWANCE SHALL BE APPROVED BATHE cents EONSTRUCNON '1 W \ 1 I 1 B+SPECTOR SEE SECTION 7.09 OF SPEOAL PeOVLSIONS. Pi 2 I 1, ;\_.E 19i SW Epj I 9. FIRE HYDRANT(HAD)ASSEMBLY PER CITY OF RENTON STD.PLAN :f PLAN I w na1 ^i t I SCALE IN FEET Z 10.INSTALL1"DOMESTIC WATER SERVICE AND NEW METER BOX ,� 0® AND CONNECTTO EXISTING PRIVATE WATER SERVICE UNE f, BEHIND RQW.GTY FORCES TO RE-INSTALL EXSTING AMI METE TO NEW SETTER REMOVE AND SALVAGE EXISTING METER BOX ANDSETTER. • STASSE*ST.0,40.0'LT 11.WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH `5 RITE HYDRANTASSEMBLY --EXISTIAW PI(RENTON) POLYETHYLENE ENCASEMENT. `( -----,--_ _ CHAR RESTRAINED �AINED AND G(NIR) A D ----- .-._,---, I-L J �''I�..-_.---_ -- _" N M NCAETETHRL%T BLOC STD 30 ------ / - - 12.ALL MECHANICAL SHALL HAVE WEDGE-TYPE Nm RETAINERGLANDS -"-�'- -" _ _ EQUAL EGAWG SERIES IIBD OR ROMAC ROMAGRIP.IN 130 "- •---_-_-,s�.-._.a a-'__""_.-s- _ __"'__ � "�,.- I nl ADDITION O 00_ XS PER PLANS .2 b- } AND 3303. C _C41NE-,�,�,-___[d am - , STA 896K9.Q 16.411 - - �� WA'TAPPING TEE IMA3L1 _.F 6ON flacK---cs-_�_.y�, N ? 6955pD(- -I. mow _ CONC.BLOCK to L°'tl a ---+-- ._. 09Tt09 -I.. _ 888t0p _- ._�F In ✓ A / a tn s m' DUVALL AVENUE NE cn - ry -_ \ a ' ,t ♦P \ O % m Z' '- EXIST S•WAND TD W(NO PTO BE REMOVED AFTER INSTALLATION OF NEW FIRE HYDRANT. BEET SITE PREPARATION PLAN SP1 • 1. y PLAN '1 _SCALE IN FEET y, j D ZD 40 a - 6., m"Y CITY OF RENTON DUVALL AVE NE DRAWING NO. WA1 DRAWN fn. YM- - NIBNCYIDERRDEPPAMENE N9nRNO, x1+1T7A5 BID DOCUMENTtjLcvraer. MuSUBMITTAL TAa>avounTanonoun rcDAmrro. '� ParametriXLHLaxws PVS__-. •�papDTmtoNORUCrroHWATER PLANwTE: Frnmni . / TAW MDR arc STA 891+00T0698+50 NUMMI REVGID+DESCAPI®I DY AEP. DATE � '% +.. FAD PUNELmUl545SA, =•v++.••® �' s+.- wTE. SHEETI OF6 MET ND. - OF 9i, Provided to Builders Exchange of WA, Inc. For usage Condit_ons Agreement see www.bxwa.ccr- Always Verify Seal r • GENERAL NOTES: 1. SEE SHEET LA2 FOR WATER PLAN GENERAL NOTES. 2. CONTRACTOR SHALL FIELD VERIFY ALL VESTING UTILITY LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND STA 901.2E0,40.73.7 ?i EQUIPMENT NECESSARY TO COMPLETE THIS WORK MST Er6V FIRE HYDRANT ASSEMBLY /-MST 161Y(RENFON) O / Ey 4. SYMBOLS ARE NOT TRUE SIZE J _ / ` m a 5. PLENGTHSA FOR CALCULATION PURPOSES ONLY.BID F. - �_ _ ---._._�_us'=y t7-.-.__%R __ �- �, QUANTITIES SHALL BE CALCULATED AS REQUIRED. lu 2 IFx1ILIJ� )�.��1 - v --� 'O 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS W •-- • -M"--v- \ v v = NEEDED. W En -STA 901.25.0,2431T ~ 7. ALL CONSTRUCTION MUST COMPLY WITH THE MOOT 0'--• ° _• +.�- ,s -- .—aC-UE ss —16'NETAPPING TEE(MI[ft) ® 9 "•-'---- ss W STANDARD SPECIFICATION(LATEST EDITION)UNLESS OTHERWISE N 6•GV(RAMER) I., 00 SUPERSEDED BY CITY STANDARDS. co'A 893.00 900.00 901.00 CONC.BLOCX 902R 0 I _ 903 0 m — I— —I — I — I — 1— —1 — 1 0 8. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN co ��—_-_ 4- DEFLECTION MAY BE REQUIRED TO AVOID EXISTINGUTIUTIES Q DUVALL AVENUE NE O AND MAINTAIN DEPTH OF PIPES.DEFLECTIONS SHALL NOT h O1 E%CHO50N OF THE MANUFACTURER'S SPECIFICATIONS AND W 'S SHALL NOT CREATE ADDITIONAL HIGH OR LOW POINTS IN.,---• j Ii E LOCATION,AND SHAL�LCALCUTATEWATER R SHALL VERIFY'EXISTING EFLECTIONSUTILITYI __ Z ACCORDINGLY.WATER MAIN PROFILES AS SHOWN ON TIE. U - �L�a ---' - , 0 PANS ARE INFORMATIONAL AND DO NOT REPRESENT THE • i x ACTUAL DEFLECTIONTPANSNION LENGTHS.ANY DEFLECTION -+..(,_. OTHER THIN SOM OF THE MANUFACTURER'S STANDARD �' 1,1 Q ALLOWANCE SHALL REAPPROVED TEETHE CITY'SCONSTRUCTION \\ \ ``s INSPECTOR.SEE SECTION 7-09 OF SPECIAL PROVISIONS. - - m \ L]..,. \-ELISE8WAND 12•WIWD 9810BE REMOVED 9. FIRE HYDRANT(HYDI ASSEMBLY PER CITY OF RENTON STD.PLAN ' ', Z r-----�- / FIRE HY1253;AS6'RT' AFTERHSTANATIDN OF NEW FIRE HYDRANT. .310.1 ?. t �4✓✓ '�,� FIRE HYOflANFA55EMBLY PEE SITE PREPARATION PLAN 6P1 L� 10.INSTALL V'DOMESTIC WATER SERVICE AND NEW METER BD% A903G14D,71.9'RT- I�. AND CONNECT TO EXISTING PRIVATE WATER SERVICE LINE OW TFE(MIRA'U �T D rw ga) BEHIND R.D.W.CITY FORCES TORENTTALL EXISTING AMI METER f' 6•GV(FLAMER) T/ TO NEW SETTER.REMOVE AND SALVAGE EXISTING METER RCA • ANO SETTER. I Er MGM)) 1 PLAN EIP 11.WATER MAIN SHALL BE CLASS 51 DUCTILE IRON PIPE WTM SCALE wFEET X POLYETHYLENE ENCASEMENT. ® I II STA906s51A,52ET.T 0 20 40 N 1655`TAPPING TEE(Mh6L) 12.ALLULNAVE IQLLIO off FNDNGS VALVES(MST) f 6•GV(FLOMIR) SHALL HAVE WEDGE.7YPE RESTRAINED RETAINER GLANDS CONC.BLOCK EQUAL TO MEGAWG SERIES 1100 OR RO.MAC ROMAGWP.IN ADDITION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 AND 320.3. STA 90616L7,51.317 �' - 1B`FIRE HYDRANT ASSEMBLY W •I{ 0 0 MST 18LY(RENTW) r F ` IrL N`S . _---- ry .r \ --- ---_--- i' T 1 -- _-_ p" 04 a ^ n F Lel �C-UNE MR-ac--- ss----1d c— .� a—'ems'— v A ENE D , A /—G-- G DUVALLAVENUENE B0T.m 9D8 g c 00 _I — `BW100 - — L105i 00 -1 ` 908F00 - I— —I — '0 -, E1 T. ..7 CH Den EXIST FEW AND 12'W(WTI 90)TO BE REMOVED \ -L - ii Q AFTER INSTALLATION Of FLEW FIRE HYDR NT. W 't GEE:6ITEPREPARATION RAN SP2 - - A Z W \ U .. is .. `--... - 'x , [ Y 2 �� ' ,..160 L(}-mil/ � v \J AV - ` ` W I44r �� PROTECT EWING I Z Al FIRE HYDRANT PLAN 4\ BUNG FLANGE • SCALE IN FEET PLUG COSTING 9 0 20®0 WATER UNE .L..-4/• """ED __ CITY OF RENTON DUVALLAVE NE crARRNNo. WIVE. 4 0,.... • � 'ST'r.k PPDILCT NO. 1uTT � MI.91: MLa-_ BID DOCUMENT rusuclwPu oEPAmMLNrt1 Parametrix SUBMITTAL TPAtOPDRTATKAY 0 OR NDAO ND. Dam nn .Pvs WATER PLAN _ ATPEpYF0 f0ACONSTRUCT1015 00151 ELDIOA`?{, mm MGR cwr STA 898+50 TO 908+00. o, Da Av: mT[ TREEING. Et0_94_ NIPA&R REHS�N%SCMPTOI IV 'ALP, DATE Rae PwNKnswsavAe� �-.-. SHEET 2 OF 6 I Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxua.ccm-Always Verify Seal • GENERAL NOTES: 1. SEE SHEET tA2 FOR WATER PLAN GENERALNOIES. 2 CONTRACTOR SHALL NEED VERIFYALL EXISTING UTILITY LOCATIONS :'---1' I BEFORE INSTALLATION OF NEW WATERMAIN. 3 _ ___ : -____ _._._0 0 3 CONERACIORSFALL FORNFH AND MSTALLALLMAIERLLS AND� zT _ _ r- __.__. - -.-• ----._____ .-'-'----- -___ ____-___ .. - _ ._____�.____ _.•_�-- E MPMENTN YTOCOMPIEIETH6 WORK -.-" d. SYMBOLSARE NOT TiWE SUE Q ELESSAR m _ y 5. PIPE LENGTHS MEFOR CALCULATION PURPOSES ONLY,NO W t.--.._._---4- c-..-.-.-._---G-..--__.-G- .y O h'~'\, --�- .. \`'_ r _G--+- �` _6 _.._�..ip tl , 41 WIAHIIPFSSfALLRE VERTICAL ATE0 A5 REQUIRED. N "'i u» �. �' \. , = 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS p " 909100 '^ ' 910E00 -.. DI WO �_ 912M0 _ - ., 8L9 I- NEEDED. O+ - r- I- --1 1 - '� t - 1� -I/ 1I •% W T. ALLCONSIRUCTION MUST OOmiRY WITH TIE WSDOT STANOAPR W -. / - /J / • SPECIFICATION DAME EDITION)UNLESS OTHERWISE SUPERSEDED °Y r'� J DUVALL AVENUE NE; CLINE_'J j % C ay OTYSTANDARos. ' + / i f , m 6. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN - f--a / -r/ / `i DERECTION MAY BE MAINTAIN DEPTH OF NPEE,REQUIREDTOAVOIO EXISTING UTILITIES AND Z ._- _._ .______..-- _ '� �G '-___/T µw....T.,. LO ADDM YEIGH OR LOW WPOI POINTS IN THE MAIN.THE U., ly ...r,_. =Tav{.-_y=r=its+'_ __ __ .-T-=- .: F40 SHALL ai, "' 'T'_--- Ik _ ` OF THE MANUFACTURERS maNc LHMIS AND SHALL NOT CREATE II ...= CALCUUVE WATER DERECTIONSACCORDINGLY.WATER MA', Q / .______. - _______._�.._._._.- - '_� Z PPOFIIESAS SHOWN DNIHE R/VdSMEINFORMA710NAl AN_ / = NOT REPRESENTFRE ACTUDEFLECRDNTRAEEUFAN LENGI.::. U ANYDEFLECTONOTHERTHAN50%OFTHEMANUFACTURER'S EXIST IBW(REMONf / Q STANDARD ALLOWANCE SHALL BE APPROVED BY THE airs/ 2CONSTRUCTION INSPECTOR.SEE SECTION 7.09 W SPECIAL EXIS PROVISIONS. TING FIRE-_- W HYDRANT TO REMAIN 9. FIRE HYDRANT orc.)ASSEMBLY PER CITYOFRENTON STD.PLAN- 31.04 PLAN 10.INSTALLS•DOMESTIC WATER SERVICE AND NEW METER BOX AND 0.„. CDNNFCt TO ETOETR+G PRIVATE WATER SORRIER USE BEHIND SCALE IN FEET \4iI4A P.O.W.O1Y FORCES TO RE-INSTALL EXISTING AMI METER TO NEW G TO 40 SETTER.REMOVE AND SALVAGE INSTING METER BOX AND SERER. if 11.WATER MAN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. 0 12.ALL MECENNICALIOINT FITTINGS(MIR)ANDVALVES(MIR)SHILL HAVE WEOGETYPE RESTRAINED RETAINER GLANDS EOUAL TO MEGAWG SERIES 1100 OR ROMAC R• RIP.INADDINONTO' CONCRETE THRUST BLOCKS PER Sm P.•NS 3302 AND 130.3 71 /, S r.7-r.- "t ` "d p uzi \„ 1 s 'N. ••,,�` •,� .,` CLINE �,` `\ \,\ VI } W. G Zt- G 5�`,., r G t G- ~'-„-G it 'G 0 -G\ -._t '• A_�._ 4_ 0- _0_ ._G .' _t I. PA ON .. BT6+00 _ 913W0 ^ 919000'• 4 1 B17MD 91R+OD ITS • / / ; -- + ,', .i - -e. _.-. r r ST;91fia�077 :___... t_ - _ _. _r CO RE / J o r, m' i - ---DUVALLAVENOENE- 2 / / 'i6•67A PING TEE RURO l - -- iLK N TuN _I' _..._ r _._...______ q--_ e?+-_____-R_..__- r�_ -._qq _.___ ___y_ ONCBLOOF . x--- --4w-L. •-•_-.___V- r__.. . LK lr _- -T-- - - 1- _ - J mT / ' EXISTT6•W BRENT N) -/ STA 916.70A,39.61IT. i\ 1 1, 1 TL FIRE HYDRANT ASSEMBLY \ - PLAN J 4 SCALE IN FEET Z A 0 20 dD Y� CITY OFRENTON OUVALLAVENE meals NO. WA3 y' DRAWN W:_TM__-- PLNKWONS 00PAAT RITE PIDIIRW- x1+177 R BID DOCUMENT �•` RV.1St hila Parametrix SUBMITTAL RPAIPNO. TMMrORMTnN Manx P. * OAR In: PVF.__ APPROVEDFORCOI6mI1CTION WATER PLAN OMB f[BE031 ;` w IREMrae uN: STA 908+00TO 918W0 yRETNO. SA.OF Rq Swan REVISION II[SCPEPIRI sr APP. DUE RE PUNALTTPJHJNAA, oA-ea. am Rn DAre SHEET 3 OF 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see wvw.bxwa.com- Always Verify Scal • • \ 1 ,NI g1 1.7 VATENWRH10.D DDrTev KNFASSEMSLYPEREORSTD PUN 340.1 -EXGTINGB•WATERT NE GENERAL NOTES: 4 E 1r cA 2ICSTA 919F652,72D'LT /-HRE NTDRAMASSEMBLY CONTRACTOR TO VERIFY PROPOSED GRACE AT 6"W _ LATERAL L SEE SHEET IA2 FOR WATER PLAN GENERAL NOTES. 5� N �/ STA 91D4B9,4D8LT LOCATION MTN 1T 105- ICLAS551 1- CONTRACTOR SHALL HELD VERIFY ALL EXISTING UTINTY U ___ I Nl I �-STA1 0,0.0.3 (I)R 5BZ,7,1§.3'LT STA 91,9WC., 41,T-\'" Z44 f CSTA 919 70,3841T (I}8•45k6END(MN) `\ COSTING GRADE AT VW LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. L2°145•pD.iQ(NUR) II , \ 12°-05'B D(Mlfl), 8`WHO SIT VE CDUPUNG`. LATERAL(TYP) 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND _,t- C�.} BEIEQVE AI-VE`�` EQUIPMENTNECESSARYTOCOMPIETETHIS WORK `L., �� -MU6•DI CLA5852 EE�y paf I.1� -'5,01 C1A5551 I CONNECT TO 'WON) I i ___ * \/ , `-i - METER BOX LDGTEEN ram_ } ` - - -APPROX.356 LF[TOTAL THRSHEETI r9- �I'-- -T ? - A. IT DI CLASS 52 In 4. SYMBOLS ARE NOT TRUE SIZE. ��-}� +-�J "ZOO" Rtr--71FR°mOAS552 `` I a • °� L 5. PIPES 1GTRS ARE FORCALCUTATION PURPOSES ONLY.8ID I- 1\`---' i 01 1.55 /- ./ -�' '.R QINMIRE55HP1L BE CALCULATED AS REQUIRED. I- DI OMSK- PLUG FXB•PIPE PLUG EST PIPE / I- W 2 STA3 1Mfi6,90.0AT5��c�' �! •_ 1•5E3N� ''r ` \ t \ W i 6. CONTRACTOR TO USE VERT/OAT-AND HORIZONTAL BENDS AS = e tSTA 91040 19.11T I �N'Ti�, h I'��-SEE NOTE IO-.1 ..I..f y y __,.• "4 o--__ "',Elu9.•TB'WTO BEABANDg1EpN CE 2 XEEDfl1. N 12"-90'B�U(MIRI + ! w- w w w \ ` ----'-.VI .I- I n f� 07 M410`•- - , 'ti PLUG EXs•vwE- DUVALL AVENUE NE AN: � w N W w-'' ET2pf10.W= 12Y'S0. 7. ALL CONSTRUCTION MUST COMPLY WITH 7HEV.5D0T .-,,a-- D EE L` q -\p ---0- p __-p �, \ tSTA926L059,GD.0'lT STANDARD SPEONCATiON(LATEST FOITION)UNLESS 0TNEI1W6E ��N \919N10 , .^� \\,B2D1D0 *, \``921/00 O-.___ ` O G G �(;._ FIRE HYDRANT ASSEMBLY SUPERSEDED BY CITY STANDARDS. 0+p t- �-I 7 \ : - `, - I _ \) 922100 _ "\ 23 410•-- { -- 410' EXB"W r 8. THE CONTRACIOR SHALL BE AWARE THAT WATER MAIN �,EXIST tb"W(R77VfON) „ - q STA92M -1.,06,5'4T 1 /�T C-LINE N Sr*o.Ts oO'R DEFLECTION MAY BE REQUIRED TO AVOID EXISTING UTILRIES m f 4,' 30LF 16°OI DAS 51 CSTA h)H35,OD0T s / / 1 m 5TA20r1A36 CSTA9ID1081,165'LT AND MAINTAIN DEPTH OF PIPES.DEFLECTIONS SHALL NOT Q� 9LF Sa•DIOA452-�-' /16'6"TEE(MJR,0U / / ¢ EXCEED 50%OF THE MANUFACTURERSSPELIFICA710N5AN0_. P. ` *_-_1_� i \ ✓ 6 /, s'as•vem Sim(eeml ICMCTEE(MAMR) SHALL NOTCREATE ADDITIONAL HIGH OR LOW POINTS',. ` In-s-- ,_, I " ' /1' � (' 6 6v(vt) -srasza.Ra7IOTE Lr © / En W /P - -d t' 4SVENTTIEND(F14/4-6I SEEEDARKEETIONOETAlt-Ljy7 r - -, �- _/ W MAIN.THE CONTRACTOR SHALL VERIFY EXISTING UTILITI Z J^ '- - JS'VEREBENO.(M1A} .G // * Z STA 10430.90 LOCATION,AND SHALL CALCULATE WATER DEFLECTIONS �L:>as�� -' �. +�'' PLUG E1(PJke - ---"--^ „ _ '�- f _J 6•GY in) ACCORDINGLY.WATER MAIN PROFILES ASSFIOWN ON7., ON*AND 00 NOT Q▪ - 16'TEES �■� � - "�`-�__ - f � �- HV„ I ACTUAL DEFLECTION TRANSITION LENGTHS.ANY UETLECnON , __ p �L: .1 T ]L''"- 5,4S-VERT BIC HXFAIRI PLANS ARE ui �! {/ \ y .-I-I>- -` a®'�' Lf }. § �, OTHER THAN SOX OF THE MANUFACTURER'S STANDARD -` - T'-.(1}36•GV IFWNR) .1' I \/��' Y `' Q `�'1 \J t1 AwFLTOR.SE WANCE SHALL ECTION 7-090F SPECIALPROVISIONS_ CONSTRUCT! �8 T / STA 919f78A9'Rf (1}T6•RIr REDUCER IR) C. ,' (1591858(FIXMIR) .,. 9, -HRE HYDRANT(HYD)ASSEMBLY PER CITY OF RENTON STD. 1 STA919f30.3,17.P1T 7 I ; 'I i -3101 [• CWIG BLOCX J ..,r =OUSTING 126 WATER LORE 10.INSTALL I'DOMESTIC WATER SERMCE AND NEW METER BOX Ge STA 019473,0,20.7'RT-/ -OONIRACTOO TOYER7% 20400 20444 ANO CONNECT TO EXISTING PRIVATE WATT R SERVICE UNE SEE CONNECTION DETAIL V LOCATION PLAN BEHINDR.O.W.CRY FORCES TOPE-INSTAU.DUSTINGAMI M R SIN Z E N FEET TO NEW SETTER,REMOVE AND SALVAGE EXISTING METER BOX I i 0® AND SET7EA 7". DOSTINGGRADE AT PROFILE /•1 11.WATER MAIN SHALE BE CLASS62 DUCTRE IRON PIPE WITH 6"W LATERAL(TYP) HOR7:1'-27 - POLYETHYLENE ENCASEMENT. VERT:1'W'�_. - __ - - __ . � I - IL ALL MECHANICALJONT FITTINGS(MJR)AND VALVES(MIR) HAAVEWEDGE- EE1RAINEDRETAINER NDS ;POTHOLE/20(WATER) r . - SIA T SERRT ACROMAAI N _ EX GROUND 9 TOP OF u•EIUVsAEIN ADOLRON TO CONCRETE THRUST BLOCKS PER STD PLANS 330. BOTTOM OF 1r C1EV.U1.83 AND 330.3. t: 9.0 IF IS'DICLASS 52 P ,' 19. ___" 1I 11 �- +-L�_T_�_ I FbSTINGGAADE AT PROPOSED GRADE ATIP PROPOSED GRADE AT EXISTING GRADE AT 12' 3. J -___- C-LINE MP) j WRIER MAIN ITV) GUNS(TYP) WATER MAIN(TYP) 0 I , ----- ---- - v 1 ! mj 1------- _ �� .-1 E� '� JE%8•W 5T11919-+G800 i - •.v 470' EQ d - 41P j-- -12°-940.8END(Fld,TlRj'-- I APPR01(.356DEF " l STA920406,10 , QOTAI THGSHEEi)16'p7 I 12'SD - I 16•x6'TEE(60RFL1 j CTASSS2 ( / q' I STA9794B0.10 6'GV'11iA71R) ( I Il STA10!1D;1 I// ' 16'TEE OU i 41D' I 410' .. '---1611rREDUtER(FL) 70 - I STAIOH6.67, ' L 12'GATEVALVE(FLM11N) 16�8'TEEIAU3FFL1 CSTA919f64.,43A'IT STAASSRI40,0.0T• s 8•GV(FL) [STA979T680,181'Li I` S I I ' 1OTATE4BEND AMA) 1r3P BEND(M110 4j EXISTING GRADE AT I'' PROPOSED GRADE AT I j I ! ROTATE4S-BNOTO ii CdINE(IYPj Jr DUNE(TYP) ACCOMMODATE 11N IS'VERT ANGLE T 407' -r-- j '� STA 10K7.91 ( ) 1Y'4S VERT OEND(Mlq q!� m v w R �L a 4 ry1E to ry a« y 1 01940 020400 �.._ 921400 022400 923400 10400 11400 PROFILE PROFILE n E EXISTING GRADE AT OrHOW2:1"=20' HORI2:1-=20' VERT:1,4' WATER MAIN(iYP) VERT:1°=4' 'MIXEMIT CITY OF RENTON DUVALL AVE NE DRAWING PO.WA4 _+ '•�' MIMIMIMI _ BID DOCUMENT PURTICN'ORRSDEPARTMENT N101.4..0. 214177905 I'ETIIY: Ma Parametric TNNXSP.OIATXN 00ME UM Pvs SUBMITTAL WATER PLAN _ APPROVED TaxcDIUTNL'nxX1 IISSAM MS. LPN MLR S C-_ _ S.1 STA 919+00 TO 923+00 OATH FrAmn ' MIMES PENSIWYESLNPIW N APP. 'NIL •- ' PAR PUn45TMNS-WAduI :M.....®° N: DAIS^ SHEET4 OF6 SHEET NO._IL OFJj. Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see x.^Rw.bxwa.ccm -Always Verify Seal GENERAL NOTES: 1. SEE SHEETIA2 FOR WATER PLAN GENERAL NOTES ,-RRENYDRANTASSEMBIY STA 30U1DD.GAT= 16i18'TEE INUIOdL1 I I 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY -- C5149Z3181E,444'L7 8'GV(FL) LOCATIONS BEFORE INSTALLATION OF NEW WATER MAIN. (1)8,45'SEND(FLOUR) - (])8'd5'BERD)MIR) N` 3. CONTRACTOR SHALL FURNISH AND INSTALL ALIMATERW$AND I, ', = STA 92NM.7,16S'ITEQUIPMENT NECESSARY TO COMPLETE THIS WORIL •121F6'DIOASSS2 - A� APPROX.383UlTDTALTHGSHEETj 16'DI4Ag 51/`.. SEE CONNECTION OETNI / WO 1-- ,`"'' ... - : 9. SYMBOLS ARE NOT TRUE SQE - 'r - e = --- y-A-Tr' k S. PIPE LENGTHS ARE FOR CALCULATION PURPOSES ONLY.BID L. ---_ �___ `, - QUANTITIES SHALL BE CALCULATED AS REQUIRED. W� - PLUG IXB'WATER-\ /- -- N r TOLLSTRW TORE ABANDONED IN RACE "G' v w 5 �/-"'�'"---"-� �'--. ". . EL .. M M M P-��^` - "" _a.._.7 6. CONTRACTOR TO USE VERTICAL AND HORIZONTAL BENDS AS -. ^`�___q_, __. ..^- ti NI PLUG IXGATEVALVE •. I( IMST1TW�� N �G• T� G---'h TlFB•OI W1S51- "N 026/00�`� \_ y26Ug0 �� 7. STANDAALL 57RULTION MUST COMPLY WITH THE WSOOT _,G____ --', _!,� 1 _I _ - �_ _ "� MOO STANDARDSBYCO STANDARDS. --.1.----...,- EDITION}UNLESS OTHERWISE O_-c �` - -- ! CT NE . 1- -, SUPERSEDED BY COY srANDAIms. La W —I—TE .` ,DUVALLAVENUENE y-CONNECT TO EX IV WATER MAIN n+T /1676'TERFAJRSFU / _ -^- roNTRA[TOR TO IO[AIION. B. THE CONTRACTOR SHALL BE AWARE THAT WATER MAIN r4 a VGI B'IONGSLLEVECOUPLING ., STA926F81.7,17.8'LT OERECTION MAY BE REQUIRED TO AVOID EXISTING LNOTUTILITIES E11f COXNE'CTTOEX8'DI CLAS52, > >` r T I AND MAINTAIN DEPTH OF PIPES,DEFLECTIONS SHALL NOT 6'-45'VERTfiENO(f1AA11R) �' ';r 1 r �.� SEE COt01EC110N DETAIL EXCEED SO%OF THE MANUFACTURER'S SPECIFICATIONS AND I4H.... 5T430U339,OMo LENGTH AS REQUIRED T _ r-�--- ---� -__•___ �..�, , I SHALL NOT CREATE ADDMONAL HIGH OR LOW POINI5 INTHE En / CST0.923U812165'LT---- -x i-l- •� _ --��--^ _ _.,�_ "^- MAIN.THFCONTRACTOR SHALL VERIFY EXISTING UTILITY DEPTH, ' Z —_' _-_ _.. --_. ---_- -- _"— -- - _-^._- —_ —Ti PPI—'—r• ACCORDINGLY.WATER MAIN PRE WATERAS DEFLECTSHOWN ( _.��i___.. .__.__._._...______. _.__--__ .____-_ _____ ._:..__� - ACCORDINGLY.WATEfl MAIN PROFILES AS SHOWN ON THE --- a - �;'�..'-----''F =�_=__C_.-"'_;_ _ �jT t" ' - THE ACTUAL DEFLECTIPLANS ARE ON TRANSMON LENTIONAL AND 00 NGTHS.ANY DOT EFLECTION U- . 8 { Jy'y�' t j-`�- =.+� � -M�-�- rc �i OT HER THAN 50%OFTHE MANUFACTURER'S STANDARD C I Ill / j - ALLOWANCE SHALL BE APPROVED BY THECOYY CONSTRUCTION FA8"WATLR UNE LLT, (r. , INSPECTOR,SEE SECTION 7.090F SPECIAL PROVISIONS. / CONIRACTOR 10 VERIFY 1,✓ / LOCATION. 9. FIRE HYDRANT(NYD)ASSSEMBLY PER CITY OF RENTON STO,PLAN /}�f + -310.1 t. I PLAN �}\ 10.INSTALL I.DOMESTIC WATER SERVICE AND NEW METER BOX SCALE IN FEET `+� AND CONNECT TO EXISTING PRIVATE WATER SERVICE UNE 't 0®0 O NEW SETTEE.AEMOVEAND SALVAGE EXISTING METER 80X METER BEHIND R.O.W.CITY FORCESTO RE-INSTALL COSTING AMI AND SETTER. 1 11.WATER MAIN SNAIL BE C1A5552 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. __ _. __.._ _. ._ ____. ._ .. .-_ .- -.. -_ _ _ - _ ]2,ALIMEoiAN ICALJOINT FITTINGS(NUM AND VALV4IMJR) SHALL HAVE WEDGE-TYPE RESTRAINED RETAINER GLANDS EQUAL TO MEGALW SERIES 1100 OR ROMAC ROMAGRIP.IN „ ADDMONTO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 A - EXISTING GRADE AT AND 330.3. ----- CAINE[MI PROPOSED GRADE AT I NG 4. _t'- '- `- - .EFT116-IXCLASS51--- - - MO v I, I srasoe.8160 STA A 304600. 112°S0 STA3043.90= 913U8120,40.41T CSTA 923.81.20,16i- ' --`•'1Tti T{Ef(MIRBU FIRE NYDRANTASSEMBLY 1SFfi"TEE(MJRRFU . -. _ -8,GV(FU ._ .,. -. - _ _. _._.__ _ _ _ - - 400'1 - n WR'-45'eWD(FI,MIR) SFA 30U2RIT VVLON5'LEEVECOU EXISTING GRADE AT� �PitOPO5E0 GRADE AT 6`/' --- "" S•GV(FH 30 .?.. 8'IONG SLEEVE COUPLING C-UNE(TYPj C-LIN6(1YP7 VERT 8ND IMJRI a: fi•d5'VER Lµ INAMIR) - _ _ ___ __ .. .. _ ._ .__._ .- . ._ .. . _ .._. _ - 4 BND 30F00 0 <(e - A. -ir0 - e § W - -- .9 E -v`- ep - 8 E; 4 5 a g A. q�� $g gig • ExsTW G GRADE AT 923r00 924000 - - - - - 925000 - - - - - - 926+00 --- - -- 927000 927A50 H WLATERALITYP) PROFILE B PROFILE HOW,T:90' FNAR:1,20' VERT:1'..4' _ VERT:1,4' Jr suRv°°' ------' DUVALLAVENE rAA,MNGNO. WAS r ARawx Rr:-TM_--__ CITY OF RENTON YOSel Io. 11417J5W5 e BID DOCUMENT PUAUC.(05 DEPAATMBR • '7 L DESIGNer. Ma.- fPB rametrix SUBMITTAL TPlAPOFT 10.1 CLOM, ROM NO, AE ata W, RES.__ WATER PLAN�.� /Y APPEDYE6 FORC6NSTADCLmN DST,: FCIMI n. ' Pm MGR CPC STA 923+00 TO END mum..SA OF 94 NM. REVISION rfSCDiDEx1 m ,wP. TM>E �� RE Punalntoa-WAa+a =�-�a* Rv: OW,_ SHEETS OF6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see wroww.bxwa.cos- Always Verify Seal - pS —� oS iV/P I 16y8'TEE(WW1 " EAIBTMO 85V COlWECTTO EASTWG 8'GY(IU Ml Il' CAP ON I1114TFBENDIMIR)I2"WATFA 2 CONC NU= 'N. EXISTING IP WATER - /, Ill 16'10NG SIEVE COUPLING .s,,, .'- r \ _ " CON N CBLOCR NEW 18^ \ -8'MI PWG ON EASMG VANE CONNECTTOIXB'W Ill e'-as'BEND(FLOUR)—�.,� (1)8•1.0N QDOVe) CONCBIOCR EIOSTWG 1BYd1'REWCTR-\ I COMMACKGSLFEYE COUPLING `�` \ " CONNECT TDW R'WATFA MU CAP ON- (1)I6'45'BEND puroull FI[6TINGB'WATFA �\ /F Il)e'iS BEND BWR) CO CON/1 T RTOM TEED S� / ICONC BLS ERUPTING CONNEET10FA1T TEE J111 OGSTINGFP pDST 15'W 16'01'11E04AR) Y—•�� B'6V(EU F` NEW rw ,� C WAN.=C[O(NNJRI E'NO CAPON �- FAGT01OIl'TEEAN017]lYGV EXISTING 8.----WATER NEW IE W DOSTINO CONCDEAPAUN BIOO: f AND mums P RODSTO COSTING REOUCER.VALVE ANOTIf ti CONNECTION AT 9TA SN W7280 CONNECTION AT BTA82082.70 CONNECTION AT9TA 92054.70 DETAIL f DETAIL ^ DETAIL n NO STALE WA4 NV WALL WM NO SCALE WA5 a kl REMOVE DOTING le GATE VALVE WTALL6'BONO RANGE ON E10RINGTEE INSTALLS'MI CAP ON EXISTING 8'WATER i EASTB'WTO BE AHNIDONED 01 PIAC I • d i > --~ NEW IBW 1,1: t�.rEA3T1e� tiY i • ` OUTING 1618'TEEWRH r / 16'PWGAND CONC B100I • t I 1" REMOVEI6'PLUG AND BLOOM AT J FASTING I6'i8'TEEANG CONNECT NEW e, 169WATER TO TEE WNNI6'511EVE SNP] AND 16'DI PIPE SPOOLS. • , b CONNECTION AT 5TA 926111.70 I DETAIL n - NO SCALE WA5 t7, E `1="ri., eU"Y 7II — — CITY OF RENTON DUVALL AVE NE IXPA NBA NO.WA6- V DRAMSY: X__ BID DOCUMENT ' R PE RAMC W.OFPXMANT Naucnw. 1141719.6 11 Vx L ratan .ma__._ f'arametrix SUBMITTAL IPANSP0"-NOONNONOP - n0ao NO. Pwgm: -PUS_ A OVLDI0EC000ENUCINNI S �j WATER DETAILS DATE: Flamm � J Rm1NmB cos_ NIIIA� RLNSI@1IXLSCRPTEN 1 'AMP. wn. _PUB PuvalnNNlWAdo `_-�� em ar: DAM SHEET 6 OF 6. NNn9D,_IC DE si Prcvided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.ccm-Always Verify Scal 10. Spill Report Form(s) A copy of the spill report form attached will be used in the event of a release or spill. SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. 1. City Personnel Involved in Spill Reporting Project Office: Name, Title, and Phone Number: Regional Environmental Office: Name,Title, and Phone Number: 2. Contractor Name and Title of Person Responsible for Spill Response: Shawn Reed Phone Number: 253.405.3905 3. General Spill Information: Common Name of Spilled Substance: Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): Date of Spill: I I Time Spill Started: AM PM Time Spill Ended: AM _ PM 4. Spill Location and Conditions: Project Title: Street Address and/or Milepost, City: Weather Conditions: If Spill to Water, Name of Water Body(if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point: Estimate the Depth and Width of the Water Body: Estimate Flow Rate(i.e. slow, moderate, or fast): Describe Environmental Damage(i.e.,fish kill?): City of Renton Duvall Ave NE August 2021 SPCC Plan Page 12 Pg.1 5.Actions taken: To Contain Spill or Impact of Incident: To Cleanup Spill or Recover from Incident: To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reporting the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802),Emergency Management(1-800-258-5990),and the appropriate Ecology Regional Office. Spills to soil that may be an immediate threat to health or the environment(i.e..explosive. flammable.toxic vapors.shallow groundwater.nearby creek.etc.):Call the appropriate Ecology Regional Office immediately. If not immediately threatening,but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS#, if issued by Ecology: 7. Person Responsible for Managing Termination/Closure of Incident or Spill: Name and Phone: Shawn Reed: 253-405-3905 Address:2207 Inter Ave.,Suite A, Puyallup,WA FAX 253-841-4816 8.Additional Notes/Information (if necessary): PROJECT LOCATION Duvall Ave NE from NE 4th Street to Sunset Blvd NE Renton, Washington City of Renton Duvall Ave NE August 2021 SPCC Plan Page 13 ,Trav ', Celyheb f 191 REEDce TRUCKING & EXCAVATING To Whom It May Concern, We will be adopting the traffic control plans shown in the contract plans. Please see the attached plans along with the application for the Traffic Control Plans. Thank you, % ra.ru U�v�at Tiffani Barquist Contract Administrator Reed Trucking& Excavating, Inc. 2207 Inter Ave Suite A Puyallup,WA 98372 • L U•�' DEPARTMENT OF PUBLIC WORKS (11111 Transportation Division 11055 South Grady Way, 5'Floor I Renton,WA 98057 1425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published:10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE(5)WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor,firm,corporation, or other public/private agency to prepare a traffic control plan (TCP)and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP)Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ❑ Electronic Copy of the TCP Application ❑ Electronic Copy of the TCP Layout,on 11" X 17" paper size format,which shall: • Include map(s)showing the location of the project and work area. • Be legible lettering and clear,contrasting,symbols of viewing or printing. • Must indicate street names, and north arrow and scale. • Types of plans required: o Work hour plan—show all mobility impacts during construction hours. o Non-work plan -show all mobility impacts after work hours when limited or no work is happening in the right-of-way(ROW), if applicable. o Changing construction phases—show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line"TCP Application—[Project Name]." Project Name: Duvall Ave NE Permit#: CAG-20-065 Site Address: Duvall Ave NE Renton, WA Work Date: From 01/2022 To 11/2022 Work Time:Start 7:30 am —End 4:00 pm Construction Company: Reed Trucking & Excavating, Inc. Contact Name: Dustin Wright Phone/Cell: 360-701-0997 Business Address: 2207 Inter Ave Suite A city/state: Puyallup, WA Zip:98372 Description of Work: Rebuild Road Approval By: _ 6take, a approved as noted Date: 12/2/21 Transportation Engineering Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 1 of 3 ' Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access.The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan.That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services(253-852-2121)twenty-four(24) hours before any street or lane closures. • Contractor or entity must call Renton School District(425-204-4455) or any public/private agency, including public transit,to be affected by a temporary lane or road closure a minimum of five business days(excluding weekends and holidays) prior to starting any work. • Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days(excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure.Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W.47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion,to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid,including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four(24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices(MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. 0 Page 2 of 3 I Published: 10/27/2021 • In the case of Temporary No Parking Zones,all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two(72)hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned,City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. % g - 12/01/2021 App ' nt's SignaturV Date Tiffani Barquist Applicant's Name (Print) Note:The Applicant is responsible for compliance with all codes and regulations,whether or not described in this document. Page 3 of 3 Published: 10/27/2021 • GENERAL NOTES: ` t` .... ' " T I. TRAFFIC CONTROL PEARS PROVIDED ARE FOR " r " # " `A$+ �. t GUIDANCE PURPOSES.EONTRACTOR MUSTSUBMIT 91p[WALK CLOSCD T ' A�EA� 11„. U ROAD "I" coordinated 3 . ROAD �. REWTTEMPORMYTRAFFKCONTROL OAP$0ANTO[IVY OF 11$To _._ _ilk _I� CRD59 NCRC C.1 oA+ED�y -Adriveway R �O WORK \C " BEGINNING REVIEW WORK RUNE YAL PRIOR TO WORK La,_,,,., ,_, J ) cIosurewithbusiness AD `� END \\A 3 STANDARD TRAn$C countoI PLANS REFERENCED Pi YrN •� '^in writin at least 2 " IGHT LAN 'k' THE DEVELOPMENT Of THE rEMPORMVTAAttt ROAD WORD -.! \\\ g .. :" '" - days in advance of CLOSED '�` CONTAIN.PANS INCLUDE ` .a _ a 21. WSDOTSTANDMOTRNFK CONTROL PLANT CI. 2 ` , .c l osure,see special ,. HEA. Ae :NWTOOT'ASTU'ANCDA:OTRRA:fICR MULT UNEIt. 4 �� \ i / ♦ OAYS• i ` �N ` provisions T'07.23 " &. xx. T aTAXODK COMROL PLAN it9E1`�\\ � �,.. - ` ,;Y.RL PLAN ICI 1 . OROADW�UWtON MUL1 t�tANEYS r.S,,:.....................t \�```�\ WORK2CMIEA '! W 'T 1.3. FTLANECEERTuRCONTE CLOSURES �.`s. �$'R+$� LLGT LANE AMD CENTER TURN LANE L.LttSVRE-5xA, MUTCD FIGURE 6N-13 TEMPORARY RGMO -.!.DI_t Z a--a-•--•-a-r ■-a-r'■-■--;.--+F J :. > -_ CLOSURE LTA 13) .. IIF ERN,TAPER Mr .•F.SEF-_3W r 2 5. MUTCD FIGURE GO 21 RIGHT LANE CLOSURE ON „JAL FM SIDE OFIXTERSECTDN(IAt2) ._ * - __-t' -*EA - 16. MUtCD FIGURE 6NS3.LEFT MANE CLOSURE ON An +� sue- FM SCOT OF INTERSECTION(TA 231 KR� F MAINTA ._..- �L 3 IN RESIDENT..ACCESS I O PROP IE OUR NG CONSIRUCTDN PLACE RIGHT TURN ONLY. _ 4 - ---.- DUVALL AVENUE NE _ _ R3-SIR).SIGNS FOR ALL[RNEWAR WITHIN THE RESPECTIVE WORKIONE. I i 4 A. MAINTAIN PEDESTRIAN ACCESS DURING `-------� CONSTRICT ION. 5, OPEN TRAVEL LANE SHALL RE NO LESS THAN 10 FEET r A . SO UTHBOUND DUVALL AVE NE CLOSURE 6. PEOESieU,N PAIN DIVERSION WIDTMSMA0.RE NO LESS THAN RR". right turnings sha l assist vehicles and SCAM FEET = ] N SIGNS MERVKRON ORANGE UNLESS OM1 ERW0T right heavy vehicles es r 0 x e DESIGNATED PEDESTRIAN NDURS RE DURATION ,jN" r • " �" .. k31DEWAlK CLDSEO t. SIGNAL IS NOT GMonnO^UL■TWON NGWHEN HAWK ` I.i. ROAD AHEAD R A ROOTS DETOUR SEE WALT TC7. j d• ;,DL s , " g cRos�-[ uNE ENOs LEGEND:uc aK. �9' WORK • # a. r ,T xsy r +�,• a ^Ew AHEAD Rg.l MERLE +fP x ,-> ,.� �T`4 3 2MK12" '\• EFT ROAD FLAGGING STATION L ,., __ ," yy t E * NEDCWCR CLOSED H RK gRDMt LANE 5 `:,RKERT LM[. ., AHEADWO q TEMPORARY SIGN LOCAILDN '. .1 ''P'. -i_ j A yYI�� T1 _ NAT YUST . "� T c14ANNElli11T 10N DEVICE �-1 dF' _ CROS~ 0 LION RIGHT TURN RGNT (monauc CLOSED' END P• `, °>�. .�« .3 - • i _ x �� yy � KS WORK ZONE 4 I [ROAD WORK'' �l 1 TYPES WtRICADE }} ,V A + Y =i y .. NON20NTAL RECTANGUIM BUCK ARROW "'Rii ' {.'* . �*,♦ R- .% • A t °w F� 8. _7 PMEL WITNYELLDWMROW • « • s p'A I* F ': "`TAEF' _„y t ... ... .. " - F rIMFFK FLOW DIRECTION 1 .��,„,„,„ ,R,0,.\„„„,R..�`S! \\\\\"'t.\\r a.... `'A .. a + M < WORK20NE B \�F I. �. 1 E . `_ ' -4 - -. - S - DUVALL AVENUE NE - - - - - '" - — L - __ -4 - - - f — — - _1 m vs K- --- y 6 _� • ,E ye■F!N t ' c Q iL� " K rE A .: .„4. . I''''' ' DUVALL AVE SOUTHBOUND SINGLE LINE EC ELOFTSURE '. ;yly •'E. • 'st Ed .r ,$ `x36R 0 o 130 NC TC2 �,ormitr 000.Lo CITY OF RENTON DUVALL AVE NE DOWNRLn ,,.C2 SS1,t ,,,_ w.wNn <N ® BID DOCUMENT POCK WDAo6LPAKININi nuww 1,111.5 OIYWIE. toS 'MO 010,0 W DOWN won ASP SUBMITTAL e..on ,a L m«,ax TEMPORARY TRAFfICCONTROL NOT a RR walMw WORKZONE A AND B 'Otte 40 n GE nsRE,T PLASOY LYSCAKION I. Mc to, Nu ,t COO j an SHEET 2OF8 Provided co Builders Exchange of WA, Ind. For usage Conditions Agreement see ow,nitwit.con - Always Verify Scat • • 1 '+ 69 , * + -` ,� GENERAL NOTES: Y • �` ',t +C" 1. TM{EIC CONTROL PLANS PROVIDED ARE FOR ROAD ^'r 1.,, e.R' WORK y.,« iEMGUIooaA+Gr E PURPOSES. CONTROL CONTRACTOR srsMR �C 4AHEAD • 'F g ., V #x i ¢ RENiCN/FOR REVIEW AND APPROVAL PRIOR TO WORK •� t \. •ik' --Z ] k ... j BEGINNGNO IN AM'WORKZOME. :. ... 7. 2 STA7Kt DEVRD ELOPMENMIET CORTEX OfTHETE PORNS REFEROICED MI YMAIM 'V' +<-,' �., yr: # �� ""} '� CONTROL PLANT TISND LUDE,TEMPORARY MAIM # + •' ` �'- -�£ .E4 21. SINGLEUNF ClDSURE fON MUIC MRIXL TO: 4 * . LT W r . - ,A 7.1. WSDOT STANDARD TRAFFIC CONTROL PI4NTU: ti ` i - -" NE DOUBLE-LA CLOSURE FOR MULE TIANE DUVALL AVENUE NE - a + '' ROADWAYS F f 2 g 2.1. *MOOT STANDARD TRAIL IC CONTROL PLANTCIL / s I..- LAMROAY EFT LANE WA CENTER TLMNLANE CLOSURE-9 ��-- s m 1,M, MGRCO iWURE 6H13:TEMPORARY ROAD __- - _ - Amy 914, N� 1X VIIL `•"`�` `. _^-� 2 5. EMUTED FIGURE 6N 11'RIGHT LANE CLOSURE ON ,�J,...- . WORKZONEC �`\\�\ � - �\. _ = 2.6. MR rc),1H INTERSFCTIONlTA27) MOM • ' •. `!``+`v, J FAA SIDE OF INTERSECTION AI3 ..::` , °. A T 4, .!' R:chr LANE m� p'. x MErtcD FwuRE 6n n.LEn+LAME Stow P, -,.', MAMA CLOSED Nµ- .• u 3. MAINTAINRESRUCTYLLKCEMTO PROPERTIES ' �y� ROAD 4 DLMEINGCONSTMURIONMACEflWTONNONIr, . Y YUSI AHEAD ;. +.- - Y y RE SERE.ND WORK aLDIiMWA'h WiTHiN TMt 1 *Ft LANE SUM RIGHT CROS~HCNC 2 •.SIDCWAX CLOSED d ''' MARROWS , •- RESPECiiVE YIORR20NE. NOSE c, T .._.p AHEAD �.. _ "Y!',2,,. ROAD \ •`TURN mOAT /r �� %� ,^ 4. MAiN1AIN REUSTOOlACCESS DURING WORK LANE ENDS •k.r l 'a 24 a CRoss HER[ ..^+e. tex:.. CONSTRUCTION, 1 AHEAD "-' \xI RGET " .E�•{ 4 ` 1-401 *K 14%13T ,. f 1.. S. OPEN TRAWL LANE SHAM BE NO LESS WAN 10 FEET • •,a- \• J,; y W ,� "' I END � �«y Z R,..._. ,3,�k y^* ti. PEDESTRIAN PATH COWPDX WIDTH WALL 8E N0 4 'O 41$ 1 L ROAD WORK)°"/( T :OAK ` LLESS THAN CR. � 'OO° WAS' G 2 61 S 41 is T. Au SIGNS ARE BLOKONauNGE UNLESS oHERwSE �i WORK ! DESIGNATED. x N" - 48`624 `•'"' AHEAD N+lik ~ ( f e. PEOESTRNN HANDLERS REQUIRE DON SITE TOR TIR DURATION Of THE PROJECT,MECUM MG WHEN HAWN SIGN.G NOT OPERATIONAL W9. FOR ERUCT, UT ROE DETOUR SEE SHELL TO, WRAC' LEGEND: IA .. ,.`4 .j, • $.` '- r„Y Y at FLAGGING STATION}- *. '' ' "SDLw KLx CLOSED `4F -`� _ <c ':f p TEMPORARY SIGN LOCATION D h ! 1'<°T —f ,• `- M } 24 `♦' a-- w F/1 .'4 ■ CNANNELOATWN DEVICE ▪i, CROSS ERE ,� _ WORK LONE `.4-L'- �, ` ,_ 'w. e, 94 EZCN 14 ''''. Y x, P , ' 6"y• "4. TYPE l RARRKADE -- -- - ;1. -. t, _ , 04 .. R- Z �J HORIZONTAL RECTANGULAR RUCA ARROW n •s + __._..._ P` ,,,, .. -, UVALL AVENUE y - - - `" - -" - *7 i PANEL WITH YELLOW ARROW > v �� _ ._ ..-..� — - _.a _ - t TRAFFIC FLOW DIRECTION D NE - - W _." �� ` `�t �©`"�� WORKZONEC . \�,,..V\��\\�� \\\\`� i ? nrEnlIU* uowRE6"Cirs Loecu 4•Iw" �'� .- AV - ri Mc, iHAN1FHOASAEOVNA501'/AFPR02. • '+ #.� *- _ .•423 *P •• f . r;1.F ' 1R.:, a SIDErEAU -CLOSED a 2_ BE ++ sloEwA R noscD l END •-- WE AC x a ' PREPARED aAReD� • * '� , .' ' 4 - C ROAD WOR •'- • :R9.ss KIC 4 C 36•44. TO STOP `'� ■ ,•'" a CRDS9 HERE A. f_ ____ Z a $ e 3FF'St36A 'k` _.7 - T G20-2 .`e. 24'X52 _' __ ROAD _ "'3 +y,a, E 48`424' W3^4 A 1 + *«, G. a + NN.. °., t f WORK [ .1w. ,h" .. .'#' - $ 46. R �. AHEAD • „It b t • s • ` y �7 .` yji - " . ` , AVE NORTHBOUND SINGLE LANE CLOSURE 4a, �' • 4 ,> A W2Cf� • a o _ - D__saaE�MT�® — � 'j• �K Kea to CITY OF RENTON DUVALL AVE NE c......66N-C TC3 it ¢M6Nl* ovF BID DOCUMENT P ALLWv 0iaP,4W.n„, AO No Aimee -. � DIM IP IDMG SUBMITTAL wawaAwwr.en Mitt "IA Dote. TEMPORARY TRAFFIC CONTROL WORKZONE C OAR RI MI ¢xsoF¢+nFPlnu M. u. w L ,. e' ry I SHEET 3 OF 8 Nxu N0 n a w Provided to Builders Exchange of NA, Inc. For usage Conditions Agreement see www.bxwa.com- Always Verify Soil • L 1FNFRAE NOTES 4 • • �JI N� I.- ROAD ''� t.7. wiwE iKicEPwvosEs CONTRACTOR E C0.1140.PLANS PROVIDED�+llSi E FOR 14111111"41C - �., : W K TEMPORARY TRAFFIC CONTROL PLAN TOCIPTOE END x AHEAD = RENTON FOR■fV EW END APPROVAVag0.TO WORK AL 4 OR j/ s A yT� H { GGIMNINGIN ANY WOIIS ZONE. HROAD WOR ...• Z. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN c.,..�� \ Z Gr•,e/`i +- Jp' '•`.. € •. 0" , CONTROLTHE PLANS NT DCU TEE iFLAPGRARSTM<EKti 'vDE 4 a 'Ty. "; — I.r� E. f CONTROL TMrEK CONTROL PCAN TC3. DUVALL AVENUE NE •"-F ''__"— f it II s-18 ROADWAY'S CLOSURE FOR Mun w3e � '� _ "�' Y a�-f 1- are ors Y'r Yl OO a 2.1 WS OT STANDARD TRAFFIC CONTROL NAN TCa. IP Y Y•• r� S [��t`\\ DWBLE,LANE CLOSURE FOR MULTI LANE q F u •cry a Ri .e� f �a Yi a�Y ie e c n '� WORKZONED t ROADWAYS STANDARD FIC _ � '+ Y Y ' 13. tE�IANEANOCINTFE�NRM INfE�IDSIHIE Plan C51 '� e � • / IAMEIWOWAT may._ •- _, t/. MUT[O FIGURE 6L1.t7:TEMPORARY ROAD y5 TAPER y ( CLOSURE IIA.I)1 _ me >50 � ffiTAPER EAE `�'Rjilt '�ti . , 7£ MUTCD F4R SipE OEirI1 614.22 E16ERI0N TI RIANf nOSURf ON rw r` / _ • mCHr LAMC1P +ZS • 22) S.f. EAUiCO FIGWIL 6E37:lFR LINE 0.OSURE ON • - aevn 1 • )e1. �� FAR SDI OF INTERSECTION(TA 11I RKiMT\ / ,' 8 TURN EGHi ti �\ 3. PAWN TAW RESIDtNT1At ACCESS TO PROPERTIES ROAD DURING CONSi RUCTION.PLACE RIGHT TRAIN ONLE', WO LINES • \ `�. Ri2 i wWORK RLSTRL SIGNS FOR ALL ORIvtWARS w IMN ME CLOSED/ '��~ 238RRlK ,�E t E . AHEAD AHEAD ► ��T • A \ d WA .14i 1th: - RESPECTIVE wDRRZGNE. R8•S08• LEGE�1_ A. MAINTAIN PE OUTRAN ACCESS DURING i CONSTRUCTION. \ �W20-48 WORK eli NAGGING STATION %11 S. OPEN TRAVEL LANE SHALL SE NO U:SS THAN 10 FEET. AHEAD d IEMPOINRT SIGN LOCATION 6. PEDDTRWIPAM DIVERSION W RA NODTESLL SI ROAD LESS THAN Er. WORK _ ■ DULNNEUZATIW.DEVICE AHEAD i 41— 7. ALL SIGNS ARERLACY ON ORANGE UNLESS OTHERWISE fir # Wes! ® WORE PONE DESIGNATED r _ u14r3 1"�t TTIE 3 eAMKAOE 4. PE DUTRUN HANDLERS REQUIREDOR4SITE FOR THE W241 ^•, r DURATION OF ME PROMO,MOWING WHEN HAWS bid• �1 AI RECTANGULAR STACK PANEL YELLOW YGNAIONOT OPERATIONAL R ,� I. FORTRUCEIIOUTEDETOUFISEL SHEEITCL - fPITT 'LIE E TRAFFIC FLOW DMECIRIN l E s- W20JA '.. r' Ee1'1'� ��• i1 �� - ,,,k_ 7,1 irlik i,..iiiilii:-4.1. I slxruY cLosED� ' \ ''•`�� / /�' A, ♦ j, ROA L'. TE MEAD _,w 1�9 / ROAD s I �LEFT lAH\ . wORK clans ECM�R[ r• l WORK 40 ? , . �ANEAD cLosED •,_ AHEAD • f. AHEAD 4,111 �YA "' 1 ` / hoil / -� • `f q 1+'1•e/'- • MAINTAIN ACCE LTD w ✓/ I •. CAI• i DUVALL AVENUE NE 1 ( i8 •• al 1 , [ , LErt-rLRLN ONLY LINE i W10d1 lifsW 'intN®e• sYY esaYMeeHt ! ,km,r,.1SRA8' rrii , �l 411411, aai� y tO 200 FAKE ma ��'`\\. WORK/ONE, •M.N4 A:,..A, -�•. • N . '0i7 .� E* r ii4 • lifr -.f MYH Yy(-Y 01 I .. • 1111,1111(-11L- __,�, Y-Y Y eir A p N M Be U [ zL:- II E I- / BE `. WDRKZONE D ■P _ � Y Y =��Ir Tr OS� `..�<t PREPARED 4 '•F I. lla-a a—• E f pM 4•L _ •4z4 �_ \O STD, T • - — . 7' i - DUVALL AVENUE NE R 8 'i-.., �.1 . 1 [ END ` Z ,r ./ ROAD 1 TT ROAD WORK ROAD , _. 4 FP• V - ' WORK L411k - . -- WORK R �� AHEAD ,' 48.820. AHEAD DUVALL AVE NORTHBOUND HALF ROAD CLOSURE wzo-1 w20-1 ---SOU "FEET _ 06•808• 48•808• O 50 1.' "' wR't'FA CITY OF RENTON DUVALL AVE NE AAtlN ILA TC4 tltes(((�� {'A w0sIr IA I BID DOCUMENT M°ACTIS EP111TN1 —te e w OMINMMI,t. DN ..�..rT.lnx TYNSPOVIIIONR Onus. MO MOW Parametric SUBMITTAL TEMPORARY TRAFFIC CONTROL c«POOLlI u OM WORKZONED ON. I1t7PtS Rtwvcnwrnw. r MP MR L `. .� I•Ew 1r1OMMIN. c' I SHEET O OF 8 wan No W a>. Provided to Builders Exchange of WA, Inc. For usage Condition*Agreeeent See ww.Dxwa.com - Always Verify Seal • 2. if 1. ! - �'• = '• - E a :i. _ •- GENERAL NOTES: M r BE ROAD 1. TRAFFIC CONTROL MANS PROVIDED ARE T OR WORK GUIDANCE PURPOSES.CONTMCTUR MYSTSW IT ., •,� PREPARED , ' E TCMPOMRY TMLFK CONTROL PLANT TO CITY OF N TO STOP. AHEAD /•. #.- ��S \ •irt•I REMON FOR REVILW ANOAPPROVAI PRIOS TO WOLL • `•r ROAD\ •� S BtCANS PAIN ANY WOO EDNF. Z' WORK o .• .y AHEAD .-1 1. EWE DEVELOPMENT OF 1111 TEMPORU*F TRH HDC W w}w{.. `f THEIXWLDPMENI Or 111E TF MPOPAPv iRM'O[ Z .^.-^• �•~F "yam _ CONTROL PUNS INCLUDE: i M� 1. — --. 11q[WALK CLOSED!N ' Y31pEWUR CLOSED .-) 2.1. WSDOT STANDARO TRAFFIC EDNTRIX PLANT TCA !AI ". ••¢ _._..-. SIDEWELIDED CLOSED t AKAD .. ANEW SANDI.*UNE CLOSURE FOR MIATIAYE ENO •I Itt.P AHEAD •. �e�Ae W I .. 4I�. YR ROADWAYS CROSS NCR[ CROSS MCRL 22 W SOOT STANDARD TRAFFIC CONTROL PLAN TCA. ROAD WORK; a.' 1 MOW Dt, RL j F — T.R _. lt, _ - S •• K�jL OOU•.EI3WE U OSURE FOR MULTI LANE �' imer0. :.... ..r•+'+•'le+• 4•I(12 `'rt\�` '.. '••-!" O L3. MOOT STANDARD TRAFFIC CONTROL PLANTpI ^�' :" \ KI� \\\� .\�.'\""` • \`�� V \CO U.NEUR[ItA�[N1ER WON LANE CLOSURE 5 —__ -� t�\,WORKZONE E \ �� `��t \�\��\ ' `�" WORKZONE E `� W z a MUTED EIGURE NH 33.TEMPORARY ROAD . _ — _. 1�+.:hi • — _ ♦ �� .� 4� �� `� - _ H CLOSURE ITA.13) inter O• e •• � — •� Es. MUTED E IGURE MT IE•ONT UNE CLOSURE ON _ •■ ,� - 1• "3■�• Mi ` E�� • _4 eE - •' Z EE. MUTCDF1MG1 W/-i3DLLN1CLAIEEEIOSUa ON 4 ; r ,DUVALL AVENUE NE qt.7 - 'Y A••• J FAR S OR OF INTERSECTION ETA]TIE t, t • I DUVALL AVENUE NE R,•' II - aS • •J " 4 3. uUR,IMGCpES1ARESIDENT. M)N NAC[RGNERNNOIAY. S 1'O i SED 35D ,TAPER .. .TAPER •-.....*:,.. `Y S ' a� v 1n • � ��.Sit ? y � R3SIR),S,Gn6 FOR All ORMWAYf WITwN THE rRESPECTIVE WYMIQONE. � !'kA • + ROAD ' " QA T ! • � +` A consTpNIFNCT,o°EiESTRu,n KCESS DURING • Tf 4 _ L� .' WORK . 2 f- F * LEFT LANE T'' "-` NN.AHEAD .y i { »--A '1 '` G BE ,� .Y yw. S. OPEN IPAVEL IMEE SYPRLL REDO LEAD TYUN tO PERT CLOSED i '`Ik # J �� PREPARED AHEAD/ - • * 2 �k .� �� ;Rw " • .. gi g'• i r� .... TO STOP 6. P[DESTPIAX PATN DIVERSION WIDTH SHALL BE TO ` i • LESS THAN 421. / - ` 46•Rt!' �,' .Nr . ALL SGNS ME BIKKONOMNG[UNI ESEOMERNEE _ r ©• • ,,WA�20A3p • •,. I oEVGNArtD. ROAD •T1'- 'A, _ �:. s Y! '� � 2 ~ WORK N. �'1 ... :. r[OESTRUX NANatRs gEDuwEDYN s1TE FDR TnE WORK pedestrian hand ers needed at ne 12th AHEAD O1NiaiN)N OF THE PRUEKI,INCLUDING WREN NAWr AHEAD SIGNAL ISNOT OPERATIONAL , pedestrian handlers needed at ne 10th st during working hours for a I I traffic 9 FOR TRUCK ROUTE DETOUR SEE SHEET TC' st during working hours for a I I traffic control scenarios W20-1 LEGEND: W20-1 control scenarios Fa:mai TEMPOMRIGHTY R - BMW 48"A18• TURN ARROW AS WORD • % e4 RAGGING STATION t 'VP t` _4�.' Ilk \ R7 TEMPORARY sae LOUTION .R••� V vl 1E 4 •1 /HT LAN , •r ROAD Oat at • -_11 CLOSED / ROAD A CHEJENE1VA1 qN 0E41. at< WORK Z� �" -� I �1t lt•�'FP AHEAD/ rs WORK \ ® WORK ZONE AHEAD 1F' . I w.� �EAD ,0 �''� RwH1 LANE 'a r G • \ n •. 1 I • I .y.�-y. TYPE E BARRICADE • • • , FL•' U51 ' * 0, �� PO TAPER TO MAWTAN ' �..�.R I''O {fR r_,Y�. HON20NTAl RECEANGUlM1&ACR ARROW sF T .1 ..--I WZD• TURN RHMI RNWr ANNUM ACCEEM Q0dLEO 3OD RANEE WITN YELLOW ARROW �y aL 1 • 'l k arli A3.7 A1_rx �� /I NP F� ii, "R{B' - TEAIRC ROW DIRECTION 'AP WORK/ONES � t L 7 x . '• A R� • ' t A iiti �IEr I _ • a w - A - \ -�� - - DUVALL AVENUE NE ‘111 ROAD I�—END • 4" AHEAD ,� '" {ROAD WORK, •f .. • �3+. Of 'airlik‘. All I • AT , •qZ4• ' L.. DUVALL AVE SOUTHE10UND HALF ROAD CLOSURE • s - a YME N HD s r Ih IEANNNIARY'wlAl[PAYEM[MwueEG 1.Y y Eldt 48•08• IAN ion WIDE DOTTED LINE U 50 100 '31 � 'WTI° CITY OF RENTON DUVALL AVE NE MAW.NNU TC5 Stile ' sNWN:.. . BID DOCUMENT AYLK RNPUITAENT F`o*P.o 2,I1>NQS [Jill:1 "La A. AP " SUBMITTAL TEMPORARY TRAFFIC CONTROL +NN:wo N>w tl**WUTOS WORKZONE E 1nn KS MU ; �� , . .4 n tee SHEET S OF B v,II ff a N u1.w.n,»l.vcR Provided to Builders Exchange or NA, Inc. For usage Condrtrons Agreelsent see ww.bOwa eon, - Always Verify Bca1 r • yF , • 3 ; GENERAL NOTES: *Y " _ 1 Y ROAD 1r N 1. TRAFFIC CONTROL PLANS PROW0E0 ARE FOR a P 1 \An WORK ^ s{'.✓�... GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT 11111. .• a' + F ,' 1 BAHEAD / t A A A ;! TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF a �1I• e RENTON FOR RE NEW AND APPROVAL PRIOR TO WOW. ifb ,c k (` _ Ew'D �+' Z • BEGINNING IN AM WORN 20NE. F `� e (� "IW` ' ; 2. STANDARD TRAFFIC:CONTROL PLANS REFERENCED #3 L ROAD W� a `p THE DEVELOPMENT OF THE TEMPORARY TRAFFIC .....-__ r , coNTWLPwfs 111AACI" ,. '> j 2C WSDOT STANDARD TRAFFIC CONTROL PLAN TC3 ` .1 ,•-. S SINGLE LANE CLOSURE FOR MLATAANE !ti xNPS ..; { - ROADWAYS . •... a " t� b 21 WSDOT STANDARD TRAFFICFORCONTROLILANE ICT 4 .. a. WSDOT^LANDARDTREFOR MULTI LANE ' �« DUVALL AVENUE NE — 4- -»� ,,4 30 ROADWAYS 'i ,,,�,F'•� — — f, — — —� rE ,Jy,Bra a—a _. a•-• U- 2.3- LERUNE AND WSCIOT DARD TFNIURNIC O LANE NTROLCLOSURE EAR C51. __' "1 a_` .�_., �''�'r�•.W LANE ROADWAY _ _a a ( J ■ L a _j �-0. 2.A MUTCD FIGURE 6N IS:TEMPORARY ROAD a — --- a 3 S M tfl UTED FIGURE 6H 22.RCM LANE CLOSURE ON `+'+� ♦ z FAR SIDE OF INTERSECTION LTA 22) � ..✓;.�'-�^� p Oil _ L B MUICU iIWRF 6N 27'.EFT LAM CLOSURE ON • P A.. " ^n .•*. •. ^`..• LANU9T �• R FAR SIDE 0f INTERSECTION 1TA-23) R LEFT O. ° r 7. MI!MWN elsrotNT,AL ACCESS TO PPOPER11E5 a, � M1 {" _ .! TURN • i- V • - < DURINGCONSTRUCUON.PUCE moor TURN OFRY, y ,�,' N K • RISER),SIGF6 FOR ALL DRIVEWAYS WITHIN THE ell, t • _ „'Y c � '.., Z ., RESPECTIVE WORIQONEIA . e Ed N c + vnaiMtYtwuaN '`� C .. MA PEDESTRIAN ACCESS DURING .I �`' ► t ,,, CONSTRUCTKAL t( -+sr k • . 04,4611.. _44 k'7Ra 5. OPEN TRAVEL SNAIL BE NO LESS II FEET. A "T p• y` g F t 4 I PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO yy 'f �t�yLESS TIIAII tR". ROAD A �l a 4 �37 3. « / LEFT T 1 ° ' , r % WORK CANE ENDS Rr :` MUST {" {"• 1Ary� ~° 7. AU.%NS ARE'MACRON ORANGE UNLESS OTHERWISE AHEAD w ;p " MERGE NarFFNww TURN R LICE I DESIGNArzO. RIGHT R}7 s. PEOfSTRA.N HANDLERS REQUIRE DON-SITE FORTH( W201 WJB RUUJRArE.RLT 6 M f�Mn C�T.IfCLUDING WHEN HAWS 48'x48' W9-2 ROAD 48e48' WORK 9. FOR TRUCE ROUTE DETOUR SEE SHEET TC7 \ AHEAD LEGEND: IA FAGGING STATION WW1 WWI' RN 4 TEMPORARY S LOCATION El CNANNEUZATION DEVICE Krs.N WORK ZONE .,.{-I, TIP(7 BARRICADE E;T I NOREONTRL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW (- TRAFFIC FLOW DIRECTION a a-a t «.. ',: .'1F .2 1}Ir sx *$j""'' ".,y V y� WA }' > 4:R ,+ .�.. S. V ;\'Z'-ram-\.\�__.a a a a _ ,. a • "NR..="„ A-:.. ^, +NIF k • '1 r O a-•�o.� Yl WORKZONE F a a a a "jr-. a �..yF+14�0..:. }"^ r .i E aa N m „!,a La a "'b ■3 • d'a -'�` •Itt'?!JSP . /'-a ' . Eery T • Ira ■-6•■ T elf a--6a i"a 1-1.a `:1! W -_-_.d a �La a_ a 1 a r+.r�...• " .:R".` P }� RKZONEF ��\ __ 1 1 S a R jg\\a L a o� ■ g a By: ■_•ya 4 1 a g a 3La e =�In z •DUVALL AVENUE NE � 4 i "' '�I ^e '1F ' ral d' f x u �^'" '` ', .s ROAD �N,**RR.. kd E + .:. ' � l�a+'P 2k 1-_ . r Q � " t om' d WORK *' � L , _ f .."'*Y t A± -.,F AHEAD Y + vP + t 'P, *� Z F 01 �+ 4 e -II' z �� Alt 'mr. , 'p''.f A - F , �:ON F OSURE �� ` j L• 1 ,�� p # _T rEET l__`r• * N,a _ ,. ,a 'R" .tom•.** � .> ;:._ .,_, -"' a0 S.,, DUVALLAVENE PPWYr NU TC6 q rlvA Wawa CITY OFRENTON _ w ,11,rsai __ y��r t wNn u BID DOCUMENT .'o "�M1 «P w a ` yy f'arametrIK A SUBMITTAL to le ye`�m _..4 TEMPORARY TRAFFIC CONTROL .11 Na&IL «{; NE F Alit No Liu,w I.v.•.IRE •Inlrx.nuNP,.o: Al n Olt^n.R w f Li e.P u SHEET 6 R SHEET OF B Provided to Builders Exchange of NA, Inc. For usage Conditions Agreesent see ww.Gxwa.cod - Always Verify Seal GENERAL NOTES: 4 ... K., _. _,.. irlr ill GUIDANCE S.CONTRACTOR UST f jig.- I ";' f TEMPORARY TRAITEC CDN)ROLPLANT0 CITY Oi II i 1•.L RENTON TOR REV E W ANU APPROVAL PRIOR TO WORK . Ork P'K° ♦ + a 4 ; BEGINNING IN ANY WORK ZONE. A !7T' T , 4T R A "2' a. +R. }"- i j� THE OLV[LOPME M OE THE TEMPORARY WAIF f * -'A yd `� ..'x CONTROL PLANS INCLUDE. ....1 x e jy P, 2I MOOT STANDARD TRAFFIC CONTROL PWF TC3 n y ":;.,,, a SINGLE-LANE CLOSURE FOR MULT-U.NE i _ �d,''wR,. '� , ROADWAYS ''. PP t '�' •- : - \�`.". " • 22 WSUOT STANDARD TRAFFIC CONTROL PLAN TC4 . ++KR,,,, .. ,r+1T Y ,. DOUBLE UVE ELOSURE FOR MLL1I,lAIN ROADWAYS * t « £ " yy. � `• I.3. WSOOT STANDARD TRAFFIC CONTROL ILWE TCIE lEfi LANE AND CENTER TURN LANE CLOSURE-5 1- y' " "„� ' itit.444s, - .,@ EIS lAN[ROADWAY y/ R'w BAP : ' s `>F- 0 2.4 MUTCD F64E4 RH 13-TEMPORARY ROAD �a 'yy�.,. q� CLOSURE ETA13) _•••^ : ' "E3�bw WwWW.is t " . , .,Slr y KO 2.5. WITCO II'CORE 6N.21 RIGHT UWE CLOSURE ON ... W*' A '1 FAN SIDE OF INTERSECT IONITA 21) ,__ zA. N 1.6 MUTCD FICWRE3N23.LEFT LANE CLOSURE ON '^ t - 1 f FAR SIDE OF INTERSECT IONITA-233 o T a d-a a"T • IF • •-• • 1"• 11-18 •'T • I . ■-• / W• Lr■ -W ■ a-■ •-• • 11• Er- -• ■ a-■ ■ ■-sr ■ or- z � ` ! R��WORKZONE F ` Y ` `` ,.,.w RA : ` I. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES Ilk. ID, ��.�"` ,t1 ♦ DURING CONSTRUCTION.PUCE NGNT TURN ONLY. V • �• •,� • �• •.p • • • ■ /,S ■ g • ■ ■ �■ r'Faillir "' 'T�TrY t � � 15 V RESIRE SIGNS TOR ALL DRIVEWAYS WITN*Mt , E �, t RESPECTIVE WORtZONE a , --- VALL AVENUE NE `'` N.,.• - a ` ::.^K= 1 a - S,�'; , 'b * 2 4. MAINTAIN PEDESTRIAN ACCESS DURING .. - - .' 9F� }_ CONSTRUCTION, LEGE_ND: 5. [WEN TRAVEL LANE SHALL BE NO LESS THAN 10 TMEM. coordinate traffic contro I with renton school project.typical for alI traffic control FLAGGING STATION B PEDESTRIAN PATH DIVERSION WIDTH WALL IRNO LESS THAN 48". located between NE 10th St and NE 12th St. 4 TEMPORARY SIGN L7C/WON 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OMERWISE ■ CNAEINNIZATION DRAKE 0E5:GNATE0. KAN WORK ZONE R. PtOES2RIANNANUL3RS REQUIRED ONSm FOR THE DURATION Of THE PROJECT,INCE W LNG WNW HAWK }j-N. TYPE 3 BARRICADE SIGNAL IS NOT OPERATIONAL I IRIRIZONTM RFCIANGUI RA BtMk ARROW 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC 7. �. PANEL WITH YELLOW ARROW F TRAFFIC PLOW DIRECTION LANE ENDS• 3 ROAD +fir` , i i _ MERGE wi ,. WORK �_E1�1. y s +� RIGHT AHEAD mU, fit' .., / ROAD "" G ( WDRK 4 { T .0 ... 2 110 +4 AHEAD 2� i '3 A 1 RR A� N 5-1r'A 14; 4 _ RN[R' e0 F 14‘4 14201 t, .. -.,�, ,y 124 TAPER r X a.0 t MO- 17T r P ,.__... 4 �G ' '• /lPxAB• V1 wg �N. .r.aN , LEFT TAR[ y> •P yy r Ar r • 1 i1RM S1512 ^LLFI LANE \°. 83 ¢ ,a" O y eH r r' v $i R YJST ± 'to • AI �� ['R *• r 'rt "} TURN LEFT a• * •a AL iatilLwassio „ .. - ,• '.:4 ,, ,i,, . .., "-- '',el 7 „ii x �y • ar L=' • • • a "�'"''0,"'— ■ T • DUVALL AVENUE NE > ! f . '4 ,'. sR• P' 3h. .F' 11111 • - -. - — _ — s _ . S. e �' "� �' .; °.. ROAD � -* -- • n ,. .e. '' WORK ', -.1 __........, .... .. . , ....._.,.., . , !;,' _.i . AHEAD t END A �. I di i .' a 'ROAD WORK � '., , tAUEMEDIA1 CONST nDNCLOSURE „.Li. * =.F- � .-- xAuwPeT M #T a ct{* >:a .'*d°'7� `. '..s `.:.+t ..:�� '..'.: 3 ,.�... F e 4 � ., T`"IJEL A A. t,._ _.Wm 0... 40 _. Q,�,,,,li,a CITY OF RENTON OUVALL= NE ox0 TC7 w"R BID DOCUMENT ':O 'a 2t31190" * ax E" an P.JOJO Lx: ABNa Parametnx SUBMITTAL r' TEMPORARY TRAFFIC CONTROL \ WORKZONE F n n'AIL .L,I54,1.,nnr4r, R. .�= w,t - Inr Pl,nnawN>n.P - K' ., SHEET 7 OF 8 Lt Y3 l Provided to Builders Exchange of NA, Inc. For usage Conditions Agreement see www.bxwe.com- Always Verify SCR", ,' • , i w r• 4 nt(; .p ' A .4• F +NEM_` a t' p } '"� .p e 'fVI ,kr: •i.t.1 t1, TRUCK I 1.'- 3 •I'•+ a I. ' 'F.!*L. - ,1 E. . ..ir ! , �,R.1' i • '� ��' $ r ? -- „...„ , .�.f. •: �� . L I"^A _¢ " '. DETOUR Jt�+f ipliS. 1 - few .' • •' '.�, ti .`1 [ a K•t � A`v: ..• F rR ( 41' ,E}.�• ; . •lIt. -, *'• L.!)+'• . • a • ;' tit .+( .y�'i..i. j.; r�t,.tA•ii .• i � . • , , ,, .ri, J•ir 1 11..10`....*401 bit.41:••. *...i It t . t•~ • f :Lt.i�.,:•yay •,•• • L ,121;, jE �.►1• Iris L. •. s yri' `Fare• . •d[' • 1 runt •, • • T ��g�pj" •f'4 4 a yu T 43 .1•,#° 4,4,;. +. T . y A !•, L.,. s a.„I' Iv • ...AI,- , 'r... Z M. • • k 2 113:+r g; u•�tva`IK - g 2,2 +,{' T' i 7.1*; ' T ,,. +4 c „a,F• 'T •' f - s f %FN;I.,ti . .. E• -4 r' > c+t F}t lF • t 1 t Z �- g .Y - .� ,!. N*.c w+•�• RI✓-. f •_�► aW.aAT2i �vr"'' TRUCK ' a 11 i.. ' r �r�A*-•. -• . ,��• •` �..I •' a1 r i~ �I�.E:r ♦ ..•. . 1 E <*^r E• , y. y3. _ �, • ail ,� ICI,i' GENERAL NOTES - �j f • CONTRACTOR MUST UAW TEMPORARy MOT eAR.eW�1��j v is '�: ,a,�..`• � F . l'v: - ,*.I, - •. E� t �� '- ...c.o. ,� • 4•_- ' �7f .. DE TOUR PROT QED FOR GUI DANCE PURPOSES. ". • •� ' .. I ' � • !-` •IF '' tJ�'a , - fi •T` . /tsY. I tea.. _ DETOUR awn PJN TO HECTIC,RENTON FOR .' • + ,•♦ .y '.� .� f i ERC REVIEW ANC APPROVAL PRIOR TO WORK.EGNNING DETOUR ' A N� f +•. ` � t 'If...! { °' i *' IN WORMONEA �, ♦� a .R•3�. •4A; f .a ti. r> '„" t fx A' 1i�ss T A •. _ t'�T v �, `E tE¢•' F:' I ECNITRACTOR TOPROVIDE MCC ROUTE GUIDANCE • ..•a •- 4.4• A • 4w SIGNAGEONIG TTURN MOVEMENTS TS FROM PREVENTS i rK•.I * • ! •.• ".r'-h • t � ' 'RN T.` w_ �~� �,J ` . I SOU DI TONIGHT TURN MOVE MENISFTOM , .A 'R ..,. ` j SW INCDUNODWNLAYE TM 7U MST IOU N0 NE r` �• r�• ' ��;�3M t77� ►. J"{,4• R► t ��•�E �•i[' ��}' .11 II 3 ALL SIGNS ME NAGS ON ORANGE UNLESS OTMRW15l Y C ' '� ,•'1 7: T:' .. Y � r I ii ! DESIGNATED. k I TRUCK JET,. +• { k r• �.' • &ly. ?G7 ' Jk-t'. If!�"'.U, �1 +'' LEGEND 4 l..t*,•• �' r• . .1 Ht. •i. F.,. , . ;c f � [ P�' •,, N64,1 r: , �. r ; ; CCUEIUSTING SIAGNATEDTRUCKROUTEPERORDNANCENO5339 .1 Na�4 • 1#I. I. 4 ►` • { • :� DETOUR I ' 'I, WnauDNE A k_ DUYALL AVE SOUTHBOUND TRUCK DETOUR ROUTE M4.901) (l TEMPORARY LGN LOCATION W SWENHEY >2.• f- DETOUR ROUTE Oaf INC FLOW DIRECTION IIIIM 10 I 0 SOS SOD TWO s T YtYMP DUVAII AVE NE Ia.0.01ND TC8 F s • °"""" R° BID DOCUMENT CITY OF RENTON Mg,NO 11RITNNt u•aan w� •„,r NONna•MTNCN. Po r r mI I r I R .uM.cRr.nEr.m.wr.N MO MONO � a.to S. AD SUBMII'fAt. TEMPORARY TRAFFIC CONTROL WI 41 • ... WORK/ONE A TRUCK DETOUR ROUTE vat". lU Ni N..wC• uww N.M.. FP AP, wI rI.�L..vnwsn.•. -_•- a''' SHEET SOF8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement sae ww.bxwa.eon - Always Verify Coal