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Home My WebLink AboutMFP20004463.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20004463 IVR Number: 20004463 Permit Information Permit Name: City of Kent public utilities Address/Location:10/01/2020Application Date:3926800030Parcel Number: 202 SW 43RD ST Permit Type:11/25/2020Issue Date:Franchise Permit Work Class:11/29/2021Expiration Date:Minor Utility Job Number: 20-3022Franchise Type:Water / Sewer Description: City of Kent installing a cure in place pipe lining under S. 180th St along the west side of East Valley Hwy. THe installation of the liner will require construction equipment to be placed over the existing sewer manhole within the street to complete the installation. Restoration per City of Renton standards Contacts Name Address PhoneTypeBilling Dennis johnson City of Kent B: (253) 856-6505ApplicantX Thomas Leyrer City of Kent B: (253) 856-5562Contact AEGION COATING SERVICES LLC 17988 EDISON Ave CHESTERFIELD, MO 63005 B: (636) 530-8607Contact Whittney Schulte Insituform Technologies LLC 17988 Edison Ave Chesterfield, MO 63005 B: (636) 530-8000Contractor Business License Number: 34205Construction Contractor: INSITTL883CW EAST VALLEY PETULA LLC 249 SW 41ST ST RENTON , WA 98057 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COM MUNITY AND ECONOMIC DEVELOPMENT entonCITY OF Planning Division | 1-055 south Grady way, 6th Floor I Renton, wA 98057 | 42s-430-7200 Email: ffanqhisepermits@rentonwa.sov Website: rentonwa.sov Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franch¡seperm¡ts@rentonwa.sov. Permit cost ¡s 5630.00. tnspection fee for trenching more than 60 linealfeet or installation of 6 or more poles will be billed at 560.00 per hour. City of Kent Public Works FRANCHISE PERMIT APPLICATION Franchise Agency: Franchise Job Number: Contact Name: Job Site Address: Description of Work: 20-3022 Thomas Leyer East Valley HW. and S. 180th St. tleyrer@kentwa.gov Phone: Email: Project Name 253-856-5562 253-856-5562 This work will consist of installing a Cure-ln-Place-Pipe lining under S. 180th St along the west side of East Valley Hwy. The installation of the liner will require construction equipment to be placed over the existing sewer manhole within the street to complete the installation ! New Construction Ø Repair/Relocate n Underground n Overhead n S¡dewalk n Street ! OpenTrench E Bore #of feet: Please check all that Contractor Name: TBD Phone: State Contractors License #City of Renton Business License # Signature Date INSPECTIONS SHALL BE REQUESTED 24HQ!!RS PùK)&TO COMMENCEMENT OF ALLWORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs øre required to be cølled in lor job størt, re-inspection and project final. Re-inspectíon fees øre bilted øt $nS/nour. AII Pre-Construction meetings shatt be scheduted øt a moximum 74 to the stort date. "l certify.that I am th.e.ow..ner or.applicant's authorized agent and do hereby agree to abide to the terms and conditions set forthunder this permit and shall comply with the City of Renton'irench Restoration añd Street Overlay Requirements. "M}1/,r /eeao Approved as submitted Pre-Construction Meeting required Approved w¡th comments or redlines Camera inspection of utilities required Plan ReviewlDevelopment Engineering S¡te Construction lnspector Development Êngineering Manager Date Date Date Page 1of 1 I Published: I/2/20L9 MFP20004463 Scott Warlick RESTORATION PER CITY OF RENTON STANDARDS AEGION COATING SERVICES LLC AEGIOCS840D9 603593827 (636)530-8607 11/25/2020 Monday - Friday 8:00AM - 3:00PM MFP20004463 Scott Warlick CED 10/7/2020 I I \rt {frr- INV= ,"l! f 181ST SEWER LINING - AREA 3 PLAN SCALE: '1" = 50' h., t . : = v. # t## ? F e a bt..Er r t t,,, ff u et} ?; *ls* +* *t-. #; L * i,r Ftt B'!i. ! --S 18OTH ST''t* '+':rg 73 tI l 203 (, 4j t '!r tq\,'?t x- \l; 1r2 \\<*Frrrlflt<t\-i2t'< \r+I'trl r-Cr't ||r 'r U/ 1-Li":rrTr Iti'!. -Enl. *ri#rI ;{tii-\,q$ \: S ' :.-: "1,',.tfi (:I lj s i'l'ldrtI f *.< 46 a L I, I t a I t I tr- u ^.1t* .'4 .1,,.t t ,g."' -rt'fiil, I It ,, ri "i} l;* *,t; i ) cn"I '*', i,, rl F '3#* ,+ l-' rl r '1 t .+ 73 LF ssMH #NN15INV=9.5' -t *t INV=14.7''{ttr,!& * - * --1-:-' ,L i 't . -r6\s "r't .t 5*{-t'*** ssMH #NN46 I {1f SEWER \ $i;}-q€*" E VALLEY HWY -.3 -rtrf - - _,-t-,,!, rs\F_a,t, *.r1 tt.' lNV=7.9'l [*"" V ft-fh: ssMH #NN18 INV=14.5' 1 ."*' LF:##..\ I'l I .t | .. .,j . ,_..r..., . * 1.,:,? u t'**. iI, g. , , ri ,;*g* "*.^\"t LINING AREA 4 PLAN SCALE: 1" = 50' PRELIMINARY DM.J ,l/TL sonrz,l' = 50' WRT: - 06 oF XX N0.REVIS]ON BY DA'TE CITY BAR IS ONE INCH ON ORIGINAL DRAWNGADJUST SCAI FS ACCQRO]NGLY 0 City of Kent Public Works Department Engineering Division SEWER LINING AREAS 3 AND 4 2O2O SANITARY AND STORM SEWER CIPP LINING G:\Design\2o 3022 2O2a C]PP Lining 3022 SEWER 3.dwg A/26/2O2a 5124 PM MFP20004463 Kent WA ccontrol lan.net SIGN SPACING E X FREEWAYS & EXPRESSWAYS 55 /70 MPH 'ts00'r RURAL HIGI-TWAYS 60 /65 MPH 800't RURAL ROAOS 45 /55 MPH 50O i RURAL ROAOS & URBAN ARTERIALS 35 /40 MPH 350 r RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 20ol (2) URBAN STREETS 25 MPH OR LESS 100'i (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE (I} TRAFFIC CONTROL PLAN KENT, WAMINITUT LANE CLOSURE TAPER LENGTH = L (feet) LANE WDTH(bel) Po.ted Spsed (mph) 25 30 35 40 15 50 55 60 65 70 10 105 r50 205 270 450 500 5S0 '11 115 165 225 2q5 495 550 605 650 12 125 180 213 320 540 600 660 720 780 840 CHANNELIZATION DEVICESPACING (fee0 MPH TAPER TANGENT 50r/0 40 80 35/45 30 60 23t39 20 10 N ADDL. NOTES: Bike lane, parking lane not present No anticipated pedestrian impact. NOT TO SCALE MANDATORY DURING NON.BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH POSTED SPEED LIMIT o Planet Fitness 18129 E Valley Hwy Kent, WA 98032 NO ENGROACHMENT ON THIS TRAVELED LANE IS PERMITTED 4 I E) 28" REFL. GONE - E VALLEY HWY METRO STOP UNAFFECTED <- <- I+ -d>rJ:fia-rf-fa tlarm IrllrrlllIIa llttl ADA COMPLIANT HOSE COVER 36" x24"MANDATORY MUST RECEIVE PROPERTY18" x24"w2-401 w20-1 w20-5R w4-2L OWNER PERMISSION TO CLOSE EXIT. ALT. DRTVEWAY(S) AVAILABLE. Harbor Freight 18128 E Valley Hwy Kent, WA 98032 R4-7 SPECS TBD BY CITY OF KENTADVANCE WARNING SIGNS SPACED @ (X) 0RAS PER SITE CONDITIONS.76 GaslT-11 18010 E Valley Hwy Kent, WA 98032 REFER TO SIGN SPACING CHART. t\\\\\r LEGEND WORK AREA 28" REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION GENERAL NOTES: 1. ALL SIGNS AND SPAGING SHALL GONFORM TO THE MUTGD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (0PTroNAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 0F CLOSURE: 206-477-1140 (OPT|ONAL) N0 ANTICIPATED IMPACT. 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD GONDITIONS. 5. ALL SIGNS MlN. 48" x48" UNLESS OTHERWISE SPEGIFIED. 6. CHANNELIZATI0N DEVICES ARE 28" REFL. C0NES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT.GRADE I NTERSECTIONS AND/OR DRIVEWAYS. <{KENT lEil h ch1@rD6@ s1a ROAD WORK AHEAD LAt{I CLOSED AHEAD EXIT CLOSED e *" 012:128h/r.d;-;. 1@ WaSHTNGToNMFP20004463 of Kent CIPP P WA E NUMBER chris@traff iccontrol plan. net CHANNELIZATION DEVICESPACING afeetl MPH TAPER TANGENT 50r/0 40 80 35r45 30 60 25,30 20 40 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'r RURAL HIGI-IWAYS 60 / 55 MPH 800 r RURAL ROADS 45 / 55 MPH 500' r RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350r RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 20or (2) URBAN STREETS 25 MPH OR LESS 100'i (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE MINIMUiI LANE CLOSURE TAPER LENGTH = L (feet) LANEWDTH (bor) Ported Speed (mph) 25 l0 35 &45 50 55 50 65 70 10 105 150 205 270 450 500 550 '11 't 1s 165 225 295 495 550 505 650 12 ,125 180 245 320 540 600 660 720 780 840 MANDATORY DURING NON.BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH POSTED SPEED LIMIT MAINTAIN 11'MIN. LANE WIDTH ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. TRAFFIC CONTROL PLAN KENT/RENTON, WA NOT TO SCALE w20-1 N NO ENCROACHMENT ON THIS TMVELED LANE IS PERMITTED w5-1 Ghevron 18015 E Valley Hwy Kent, WA 98032 r-l.ffr \ 76 GaslT-11 18010 E Valley Hwy Kent, WA 98032 w20-1 POSTED SPEED LIMIT I I t!. a- 28" REFL. CONE METRO STOP UNAFFECTED + <- w20-'l w20-5R w4-2L ADVANCE WARNING SIGNS SPACED @ (X) 0R AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (0PTr0NAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 0F GLOSURE: 206-477-1140 (OPT|ONAL) N0 ANTICIPATED IMPACT 4. SIGN SPACING MAY BE REDUGED IN URBAN AREAS TO FIT ROAD c0NDril0Ns. 5. ALL SIGNS MlN. 48" t48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28' REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT.GRADE INTERSEGTIONS AND/OR DRIVEWAYS. w4-2L w20-5R WasHrNoroN ? F ulrrrl a* lrP +tlll I E VALLEY HWY 36" x24" IITTI MANDATORY MUST RECEIVE PROPERTY OWNER PERMISSION TO GLOSE EXIT. ALT. DRTVEWAY(S) AVAILABLE. NO ENCROACHMENT ON THIS TRAVELED I.ANE IS PERMITTED w20-1 e cMotu ** 012i128bdr.r;"i- rter LEGEND WORK AREA 28'' REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEH ICLE SEQUENTIAL ARROWBOARD MANHOLE LOCATION KENT 3 reil O 40 IPEEDUItr ROAD WORK AHEAD CLOSED AHTAD =:.:r-!N EXIT CLOSED 35 EPETDUItr ROAD WORK AHEAD ROAD l{ARRoWS ROAD WORK AHEAO ROAO WORK AHEAD CLOSED AHEAD MFP20004463 SIGX SPACIXG - X 45 /55 MPA RUd RqDS A UM mERM 25 /S tPH dr (2) URN mEffi 25 rPH OR G6S 1Ei (2)(i)u sPrctre nY BE DusD To MWOmE tmRCilCEWPa,AT4NE tNERS€CnOflt dD DR@W.(2)nE SPMNO MY BE EoUCEO ti URru ^ffi TO FrR@Y COiilnON8. ffi s 55 il5 12 b ADDL. NOTES: Biko lano, parking lane nol present, No anlicipatsd pedeslrian impacl. DURING 1'ION.BUSINESS MAI{OATORY HOURS, TRAFFIC ADVAI{CE WARI{ ING SIGI{S SPACED @ (X) 0R AS PER srTE c0NDrTt0its. REFER TO SPACII{G CHART. lrl w20-1 w20-501 w4-2L w4-2t TMFFIC COT{TROI PLAT{ KEiIT/RENTOl{, WA flt I I I I I I I I I I I POSTED SPEED :l I a 28" REFL. CONE NO E]{CROACHMEiIT ON THIS TRAVELED LANE IS PERMITTED ti0 El{cRoacHMEl{T 0ri rHrs TRAVTLED LANE IS PERMITTED itor To scAtE LEGEl{D WORKAREA 28" REFL. C01{E srGr{ LocATt0N PROTECTIVEA'UORK VEH ICLE SEOU EI{TIAL ARROWBOARD MANHOLE LOCATION I w5-1 18' x 24" MODIFIED ChoYron,l8015 E Valley Hwy Kont, WA 98032 76 Gas/7-1i 18010 E Valley Hwy rent, WA 98032 Ir EI l:l t:t ::9$?&A tattl <{ IF It"'i e o oc I COI{TROL SHALL BE REMOVED AND ROW SHALL BE OPEI{EO TO IT'S FULL WDTH POSTED SPEED LIMIT METRO STOP UNAFFECTED i l ;l I I t I s I{O ENCROACHMEI{T OiI THIS TRAVELED LANE IS PERMITTED MAll{TAll{ lt' LAI{E WIDTH GENERIIL I{OTES: i. ALL SIGI{S AIID SPACING SHATL COI{FORM TO THE MUTCD, 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AI{D DATES (0PT|01{AL}. 3, AIERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 0F CLoSURE: 206.477.1140 (oPT|oNAL) N0 ANTICIPAIED IMPACT. 4. SIGiI SPACING MAY IE REDUCED II{ URBAiI AREAS TO FIT ROAD cot{DrTr0l{s. 5. ALL SlGl{S Mlt{. 48" x 48" UNLESS oTHERWSE SPECIFIED.6. CHAiINELIZATIoN DEVICES ARE 28" REFL. CoilES (seo TABLE {l) for spacing distrncos). 7. AtI. SPACING MAY BE ADJUSTED TO ACCOMMODATE AT.GRAOE .s G * I cili :YICE 5MO MFP20004463 Kent WA BY net TABLE (I) SlGl{ SPAGING = X FREEWAYS & EXPRESSWAYS 55 /70 MPH 1 500'i RURAL HIGHWAYS 60 /65 MPH 800'i RURAL ROADS 45 / 55 MPH 500'r RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 35O r RURAL ROAOS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200'r (2) URBAN STREETS 25 MPH OR LESS 100,i (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINITUM LANE CLOSURE TAPER LENGTH = L (faot) LANE !!loTH (tuel) Posted Speed (mph) 25 30 35 40 45 50 55 50 65 70 10 105 150 205 270 450 500 550 '11 1t5 165 225 295 195 550 60s 660 '12 125 180 245 320 540 600 660 720 780 840 CHANNELIZATION DEVICESPAGING (feetl MPH TAPER TANGENT 50no 40 80 35/45 30 60 25t30 20 40 TRAFFIC CONTROL PLAN KENT/RENTON, WA ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. NOT TO SCALE j a- 28" REFL. C0NE ,} '1"',,, <.a ttl a aaa I ADVANGE WARNING SIGNS SPACED @ (X) 0R AS PER SITE CONDITIONS. REFER TO SIGN SPAGING CHART. w4-2L NO ENCROAGHMENT ON THIS TRAVELED LANE IS PERMITTED w20-5R POSTED SPEED LIMIT I't w20-1 trt w20-1 MANDATORY DURING NON.BUSINESS HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH s+,- LEGEND 28" REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD \ -++ Itrrl GENERAL NOTES: +t 1 . ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (0PTroNAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 0F CL0SURE: 206-477-1140 (0PTl0NAL) N0 ANTICIPATED IMPACT 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD coNDtTr0Ns, 5. ALL SIGNS MlN. 48" x 48" UNLESS 0THERWISE SPECIFIED. 6, CHANNELIZATION DEVICES ARE 28' REFL. CONES (see TABLE (1 ) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT.GRADE INTERSECTIONS AND/OR DRIVEWAYS. KENT s crffio@ wq CLOSED ATIEAO ROAD WORK AHEAD t?ED UTIT 40 ROAD WORK AHEAD -"' 012:128&d..-_,- !@ WAsarNoroNMFP20004463 ElOil tPACl]{O r X 25 /S tPH ill c)RSIDEMAI I BUdNESS dSIRCE (1) e sP ctNo nY BE dusEo ToWFA. AI4ME IXTERAECNdIo nE sP qNo MY s ruouc€o rt .P I ADVANCE WARNIIiG SIGNS SPACED @ (X) 0R AS PER stTE c0t{DrTr0ris. TRAFFIC COt{TROL PLAiI KEI{T/REiITON, WA REFER TO CHART. +rl fii I I I I I I I I I I I POSTED SPEED LIMIT w20-1 NOT TO SCATE $f,lul UiE C@US TffiR rKfl - L {Hl PfftFd at t5 w20-501 w4-2L @oqI ADDL. NOTES: Bite lane, parking lane nol prsssnt. l{o anlicipatad pedestrian impact.l 28" REFL. CONE t NO ENCROACHMEl{T OI{ THIS TRAVETED LAl{E IS PERMITTED W4-21 ]S\Sil TEGEND WORK AREA 28" REFL. C01{E SIGN LOCATION PROTECTIVEMORl( VEHICLE SEqUEilTIAL ARROWBOARD MANHOLE LOCATION I t t: t'. <{ IIIIANDATORY OURING NON.BUSINESS HOURS, TRAFFIC CONTROL SHALL 8E REMOVED AND ROW SHATL BE OPENED TO IT'S FULL WDTH rE t:t O POSTED SPEED LIMIT I NO ENCROACHMEIiT ON THIS TRAVELED LANE IS PERMITTED METRO STOP UNAFFECTED 18' x 24'i :tMODIFIEDs NO EI'ICROACHMEIiT OI{ THIS I-AI'IE IS PERMITTED Chevron 18015 E val [ent, WA loy Hwy 98032 epk+aot l1 MAINTAII{ 11' tANE WIDTH GEI{ERAI. NOTIS: I. ALL SIGNS ANO SPACING SHALL COI{FORM TO THE MUICD.2. NOIIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AiID DATES (0Pil0NAl). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS I1{ ADVANCE 0F CLOSIIRE: 206-477-l 140 (OPTIOI{AL) N0 ANTICIPATED IMPACT. 4. SIGI{ SPACITIG MAY BE REDUCED IiI UREAN AREAS TO FIT ROAO c0NDtTtoils. 5. ALL SlGl{S Mll{. 48" r 48" UNTESS OTHERIYISE SPECIFIED.6. CHAill{ELlZATlotl DEVICES ARE 28" REFL. CoilES (se€ TABLE(ll tor spacing distances). 7. ALL SPACII{G MAY BE ADJUSTED TO ACCOMMODATE AT-GMDE IiITERSECTIOIiS AND/OR DRIVEWAYS. 76 G.sr7-tl 18010 E Valley Hwy Kent, WA 98032 .s ciliil TPH 5m0 DEYICErtl TANGNT 3:g-?e&& 6 MFP20004463 of Kent PP net GHANNELIZATION DEVICESPACING (feetl MPH TAPER TANGENT 50t70 40 80 35/45 30 60 25t30 20 40 TABLE SIGN SPAGING e X FREEWAYS & EXPRESSWAYS ss /70 MPH 1500r RURAL HIGHWAYS 60 /65 MPH 800'* RURAT ROADS 45 / 55 MPH 500'i RURAL ROAOS & URBAN ARTERIALS 35 /40 MPH 350'r RUML ROADS & URBAN ARTERIALS RESIDENTAL E BUSINESS DISTRICTS 2s / 30 MPH 200'i (2) URBAN STREETS 2s MPH OR LESS 100'n (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GMDE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINITUI LANE CLOSURE TAPER LENGTH = L (feet} LANE WDTH (ber) Postsd Spsod (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 '11 115 165 225 295 495 550 605 550 12 125 180 245 320 540 6m 660 720 780 840 TRAFFIC CONTROL PLAN KENT/RENTON, WA 6 ADDL. NOTES: Bike lane, parking lane not present. No anticipated pedestrian impact. NOT TO SCALE tlttt,,,,t a\it 76 GaslT-11 18010 E Valley Hwy Kent, WA 98032 ttl aa I I I tIItt FII E I w4-2L NO ENCROACHMENT ON THIS TMVELED LANE IS PERMITTED MAINTAIN 11'MIN LANE WIDTH POSTED SPEED LIMIT I w20-5R 18" x24" METRO STOP UNAFFECTED FTr w20-1 I I l:ttt: t R3-5R MODIFIEDI v, @c,u, NO ENCROACHMENT ON THIS I s --TMVELED LANE IS PERMITTED II f ttlyy _+ I a -MANDATORY DURING NON.BUSINESS HOURS, TRAFFIG CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I 28'' REFL. CONE I LEGEND WORKAREA 28'' REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD I ITIII I GENERAL NOTES:+t l w4-2L 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCYSERVICES OF CLOSURETIMESAND DATES (0PTr0NAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 0F GLOSURE: 206-477-1140 (OPT|0NAL) N0 ANTICIPATED IMPACT 4. SIGN SPAGING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD c0NDtTr0Ns. 5, ALL SIGNS MIN. 48" x48" UNLESS 0THERWISE SPEGIFIED. 6. CHANNELIZATION DEVICESARE 28" REFL. CONES (see TABLE (l) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACGOMMODATE AT.GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED SPEED LIMIT i-il KENTI I I I I I w20-5R ADVANCE WARNING SIGNS SPAGED @ (X) 0R AS PER SITE CONDITIONS. & chdryhdo@ CLOSED AIIEAO ROAD WORK AHEAD CLOSED AHEAD ROAO WORK AHEAD IPEEDUIIT 40 hl I trl w20-1 REFER TO SIGN SPACING CHART. il);913?&8. WasHrNGToxMFP20004463 SHEET INDEX 01 -02- 0/+ -05-06-07-0E-09- COVER SHEET GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEWER LINING AREA 1 SEWER LINING AREA 2 SEWER LINING AREA 2 SEWER LINING AREAS 3 AND 4 STORM LINING AREA 1 STORM LINING AREA 2 KENT WISHINGToN CITY OF KENT DANA RALPH - MAYOR MEMBERS! OF CIIY COUNCIL MARLILARIMER SATWINDER KAUR LES THOMAS TONITROUTNER BILL BOYCE BRENDA FINCHER ZANDRIA MICHAUD TIM LaPORTE - DIRECTOR OF PUBLIC WORKS CHAD BIEBEN - Cfi ENGINEEB KIM KOMOTO - CITY CLERK PAT FTTZPATRICK - CITY ATTORNEY PUBLIC WORKS PROJECTS 2O2O SANITARY AND STORM SEWER CIPP LINING JOB NUMBER,20-3022 I 20-3023 VICINITY MAP ull:7t1 ,-ls4 f s3 s 204fr sT F se 240fr I SEsr s2 ; 5 SI 4 h r-l PRELIMfl [NARY NOT TO SCALE Gl 2020 crPP 3022 CovER dwg a/26 4:O7 PM MFP20004463 GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION ACNUTY, THE CONTRACTOR SHALL ATTEND A SCHEDULED PRE-CONSTRUCTION CONFERENCE WTH CITY OF KENT CONSTRUCTION ENGINEERING. PHONE(25J) 8s6-s500 TO SCHEDULE CONFERENCE. 2. ALL WORK AND MA1ERIALS SHALL BE IN ACCORDANCE WlH THE 2O1E WSDOT STANDARD SPECIFICA'TIONS, AND THE KENT SPECIAL PROVISIONS FOR THIS PROJECT. J. THE CONTRACTOR SHALL COMPLY WTH ALL PUBUC CON\ENIENCE AND SAFETY REQUIREMENTS AS DESCRTBED tN SECTTON 1-07.23 TO SECTTON 1-07.23(2) OF THE WSDOT STANDARD SPECIFICAIIONS FOR STORING OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. 4, THE CONTRACTOR SHALL KEEP STREETS AND SURROUNDING PROPERTIES CLEAN AT ALL TIMES BY STREET SWEEPING AND CLEANING WIIEN NECESSARY, OR WHEN DIREC1ED BY THE ENGINEER. 5, ALL ITEMS OF WORK NOT LISTED IN IHE BID PROPOSAL WHICH ARE SHOW! ON THE CONTRACT DRAWNGS AND ARE REQUIRED TO COMPLETE THE IIVORK THAT IS SHOW{ SHALL BE CONSIDERED INCIDENTAL TO THE LISTED BID IIEMS. 6. UNLESS OTHERWSE NOIED, THE WORDS,REMO\E, REMOVAL, EXCAVATE AND EXCAVATION" IN THE CONSTRUCTION NOTES, SPECIFICATIONS, AND SHOWN ON THE PLANS MEANS REMOVAL, HAUL AND LEGAL OFF-SITE DISPOSAL BY THE CONTRACTOR AT THE CONTRACTOR,S EXPENSE. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 1. THE IMPLEMENTATION OF THE TESC MEASURES, INCLUDING CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE TESC FACILITIES, IS THE RESPONSIBIUTY OF 'IHE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY. 2. ALL CLEARING UMITS SHALL BE CLEARLY MARKED AND,/OR FLAGGED ON THE SITE TO ENSURE THAT NO DISTURBANCE OCCURS BEYOND THE PROJECT LIMITS OR IN SENSITI\E AREAS, MARKED CLEARING LIMITS SHALL BE MAINTAINED BY TTIE CONTRACTOR THROUGHOUT THE ENTIRE COURSE OF CONSTRUCTION. 3, lHE TESC FACIUTIES SHOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTION WTH OR PRIOR TO ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT EN'IER THE DRAINAGE SYSTEM OR VIOLATE STATE WATER QUALITY STANDARDS. THE TESC FACILITIES MUST BE FUNCTIONAL BEFORE OTHER LAND DISTURBING ACTIVITIES TAKE PLACE, 4. THE 'IESC FACIUTIES SHOW! ON THIS PLAN SET ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILI]]ES SHALL BE UPGRADED (E.G. ADD|IONAL SUMPS, RELOCATTON OF DITCHES AND S|LT FENCES, ETC.) AS NEEDED FOR UNEXPECIED RATNFALL EVENTS AS DTRECTED By THE ENG|NEER. 5. THE TESC FACIUTIES SHALL BE INSPECTED BY lHE CON1RACTOR DAILY, OR AS DIRECIED BYlHE ENGINEER. TESC FACILITIES SHALL BE MAINTAINED AS NECESSARY TO ENSURE THEY CONTINUE TO RJNCTION AND OPERATE AS INTENDED. WHEN TEMPORARY CONTROL DEVICES ARE NO LONGER NEEDED, THE CONTRACTOR SHALL REMOVE THEM AND IMMEDIATELY WORK TO STABILIZE THE AREAS THEY OCCUPIED AS THE ENGINEER DIRECTS. 6. ANY EXPOSED AREAS THAT HA\E BEEN STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, SHALL BE STABIUZED WTH APPROVED TESC METHODS (E.G. SEEDING, MULCH|NG, NErnNG, EROSTON BLANKETS, ETC.) tVtTHtN 2 DAYS DURTNG THE mT SEASON (OCTOBER 1 THROUGH APRIL 30) AND IVITHIN 7 DAYS DURING lHE DRY SEASON (MAY 1 THROUGH SEPTEMBER 30) OR AS DIRECIED BY THE ENGINEER, 7. ALL TEMPORARY EROSION AND SEDIMENT CON'IROL BMPS SHALL BE CLEANED IIVHEN SEDIMENT REACHES 1/3 IHE CAPACITY OF THE BMP. ALL SEDIMENTS REMO\ED DURING THE CLEANING OPERATION SHALL BE PREVENTED FROM ENTERING INTO IHE CIW'S STORMWATER SYSTEM OR ANY SURFACE WATER SYSIEMS (!iETLANDS, STREAMS, CREEKS, ETC). E. STABILIZATION AND SWEEPING MAY BE REQUIRED TO ENSURE THAT TRACK-OUT DOES NOT OCCUR OFF OF THE SITE AND ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OFTHE PROJECT. 9, WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, WSDOT STANDARD EROSION SEED MIX (452 CREEPING RED FESCUE, 452 PERENNIAL RYEGRASS, lOZ HIGHLAND COLONIAL BENTGRASS) SHALL BE APPLIED. SHOULD THE AREA BE DISTURBED DUE TO RAINFALL E\ENTS BEFORE SUFFICIENT GRASS GROIVTH, OTHER PROTECTI\E MEASURES WLL BE REQUIRED IMMEDIATELY TO PRE\ENT EROSION WTHIN THAT AREA. 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIEDAT A MINIMUM THICKNESS OF 3 INCHES. 11. SHOULD THE CONAACTOR FAIL TO INSTALL THE REQUIRED TESC MEASURES, OR TO PERFORM MAINTENANCE IN A TIMELY MANNER, OR FAILS TO TAKE IMMEDIATE ACTION TO INSTALL ADDITIONAL APPRO\GD PROTECTI\E MEASURES, ALL FINES, COST OF CLEANUP, COSTS FOR DELAYS AND DOW{_TIME SHALL BE BORNE BY THE CONTRACTOR. 12, PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING PLAN TO THE CITY FOR APPROVAL. 13. fiESE TESC REQUIREMENTS SHALL APPLY TO ALL AREAS OF THE SITE SUBJECT TO CONSTRUCTION ACTIVITY, INCLUDING CON1RACTOR CONSTRUCTION SUPPORT FACILITIES, CONTRACTOR STAGING AREAS, CONTRACTOR PERSONNEL PARKING AREAS, EQUIPMENT AND MATERTAL SToRAGET/LAYDOW! AREAS, AND OTHER AREAS UTIUZED By THE CONTRACTOR FOR COMPLENON OF THE WORK. ABBREVIATIONS INV APPROXIMATE MEASURE DOW{ DISTANCE FROM MANHOLE RIM TO INVERT OF SEWER PIPE MH # MANHOLE NUMBER lxxxxl ero ITEM NUMBER LEGEND EXISTING_sfs_ -D C!-D- PROPOSED -s- -D- SANITARY SEI/VER LINE AND MANHOLE STORM SEII/ER LINE AND MANHOLE CIPP SANITARY SEIVER LINE CIPP STORM SEWER LINE7. THE ISSUED-FOR-CONSTRUCTION PLANS, THE APPRO\ED TRAFFIC CONTROL PLANS, THE AppRovED TEMpoRARy ERostoN,/SEDtMENTA'r'roN coNTRoL pLANs, THE STANDARD SPECIFICATIONS AND KENT SPECIAL PROVISIONS SHALL BE ON THE JOB SITE WHENE\ER CONSTRUCTION IS IN PROGRESS, E. UNLESS STATED OTHERWSE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION AND FOR lHE SAFETY OF fiE WORKERS. 9, ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE UNLESS OTHERWSE NOTED, 10. IDENTIFICATION, LOCATION, MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GO\ERNED BY TTIE PROVISIONS OF CHAPTER 19.122, REVISED CODE OF WASHINGTON. CONSTRUCTION BID ITEMS Fo-O @ FblA l4o1ol @ @ DATUM: 1.I, THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE CON IMMEDIATELY IF A UTILITY CONFLICT EXISTS. (811) Ar TACTED E" SANITARY sEwER PIPE LINING 1O'' SANITARY SEWER PIPE UNING 12" SANITARY SEWER PIPE LINING 12" sToRM DRAIN PIPE UNING 15" STORM DRAIN PIPE UNING 18" STORM DRAIN PIPE UNING 12. CAUTION - EXTREME HAZARD - OVERHEAD AND UNDERGROUND ELEC1RICAL SERV{CE LINES ARE GENERALLY NOT SHOW\ ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY O\ERHEAD OR UNDERGROUND ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION IIIE CONTRACTOR SHALL MEET WITH UTIUTY OW{ERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHA'IEVER PRECAUTIONS THAT MAY BE REQUIRED. 15. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HA\E BEEN OBTAINED FROM THE BEST AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE RESPONSIBIUTY OF THE CON1RACTOR TO INDEPENDENTLY \ERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCO\ER AND AVOID ANY OTHER UTIUTIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY TTIE IMPLEMENTATION OF fiIS PLAN, 14. IT IS ILLEGAL UNDER WASHINGTON STATE ADMINISTRATIVE CODE 332-120 TO WLLFULLY DESTROY SUR\EY MARKERS. STAKES, MARKS, AND OTHER REFERENCE POINTS SET BY CIW FORCES, AND EXISTING CITY, STATE OR FEDERAL MONUMENTATION, SHALL BE CAREFULLY PRESER\ED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY lHE ENGINEER IMMEDIAIELY IF IT BECOMES APPARENT IHAT A SURVEY MARKER WLL BE DISruRBED DUE TO CONSTRUCTION. lHE CONTRACTOR SHALL ALLOW AMPLE TIME FOR CITY SUR\EY DEPARTMENT PERSONNEL TO ACQUIRE ADEQUATE INFORMATION SO IHAT THE MONUMENT MAY BE REPLACED IN ITS ORIGINAL POSITION AF]ER CONSIRUC]]ON. 15. ALL STORM AND SEWER PIPE PLUGGED DURING CONSIRUCTION SHALL BE DONE Wfi SPEED PLUG OR APPROVED EQUAL. 16. THE COSTS FOR GENERAL RESTORATION AND CLEAN UP REQUIRED IN COMPLIANCE WTH THE SPECIFICATIONS FOR THIS PROJECT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS EXCEPT FOR THOSE ITEMS INCLUDED IN THE PROPOSAL. fr HORIZONTAL DATUM: CITY OF KENTWASHINGTON S.P,C.S. NORTH 4601NAD 83re1 PRELIMINARY -loEsrcNED: ilr I.HE.KED: pMJ li'#r11?5;ll&rt SCALE: BoRlz:NA wnr NA AAR IS ONE INCH ONORIGINAL DRAWNG ADJUST SCALES ACCORDINGLY o" .r; ."0,, " $?'?j Sliln,,.",\/ F.F.NT Engineering Division NOTES, LEGEND, AND ABBREVIATIONS 2O2O SANITARY AND STORM SEWER CIPP LINING SHEET 02 0F xx,t, NO.REVISION BY DATE .ILE NO.20-3022 NOIES c: \Design\20-3022 2O2O CIPP Lin NOTES.dwg 8:25 AM MFP20004463 f II t /L I ,t' i I t : , 'lb,Qrr f, -t fr! r I a '!r /!F rl,* -*. lt -- -at, *O$,t r{> a{ ! tr-. S 18OTH ST''ir *33-in lllt a \t1 \\<.}Ft(rlrlt' I -l-*1i'<, F t, +i trr I '1) 'fl 'ul .J I it l I I ,l 1t , ssMH #MM73 {1bl ,203 #MINV=3.8'I tr INV=4.2' :I ,#- 5 tt*. " ;r.16 lr- UI lrJ oz. 1 t \ I tl I f* o'.Jt4 NNLS 181ST ST #-% I I I ?lft f i # ?4i e,$, n : J.' w t*.: t I 7 SEWER LINING AREA 5 PLAN SCALE: '1" = 50' ..t' tt.'f a -"""rr)t t I IF i*-I f.t!l, E-i tt*r"'* a,l "; .**1 ,ri{ 1'-' , f tritl rl !i 73 LF * *I #rt ssMH #NNl5 INV=9.5'\ 1SSMH INV=1 #N N17 "lttFs*$4.7' 'f E VALLEY HWY r-.1 .,r*6\s + t,ct *-{-{lt Isf, v $\ra ^LF ssMH #NN18 INV=14.5'{I 'i;': j''j '- a t*'\ -{& I r5,I$f-*"'u*"'"\th SEWER LINING - AREA 4 PLAN SCALE: '1" = 5O' PRELIMINARY DM.J ill ENGR:IL MGMT p6p,7l' = 50' WRT: - 06 oF XX N0.RFVISION BY DATF CITY ADJUST 5CALE5 ACCORDINGI Y o" BAR IS ONE INCB ONORIGINAL DRAWNG KENT City of Kent Engineering Division Public Works SEWER LINING AREAS 5 AND 4 2O2O SANITARY AND STORM SEWER CIPP LINING G:\Design\20 3022 2O2O CIPP Lining\DWG\2o 3022 SEWER s.dwg a/26/2O2O 5:24 PM MFP20004463 PUBLIC WORKS DESIGN ENGINEERING Carla Maloney, P.E. Design Engineering Manager 400 West Gowe St Kent, WA 98032 Fax: 253-856-5500 PHONE: 253-856-5500 September LO,2020 The City of Kent Public Works Engineering Department is requesting a Street Use Permit to installa Cure-In-Place Pipe (CIPP) Lining under South 180th Street. The Contractor will start on the south side of S. 180th Street in Kent and continue to the north side of South 180th Street of Renton along the west side of East Valley Highway. The installation of the CIPP will require the Contractorto place his equipment over the top of the sanitary sewer manhole within the existing curb line. The project will be going out for bid at the end of September 2O2O with Construction to begin in November 2020. Thanks for your help in this matter. Sincerely, r OD e'v,'*7n, J oY/'vl4or\ MFP20004463