HomeMy WebLinkAboutAPPROVED_Lind_Ave_at_SW_19th_St_Signal-22111013+0014+00IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Signal 9.12.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONCIVIL IMPROVEMENT PLANS FOR:THE INTERSECTION OF LIND AVENUE SW AND SW 19TH STREETVICINITY MAPSITESITE MAPSCALE: 1" = 30'NOT TO SCALEGENERAL NOTESBASIS OF BEARINGBENCHMARKSOURCE OF TOPOGRAPHYSITE DESCRIPTIONLEGENDSIGNAL POLE WITH MAST ARM AND LUMINAIRETYPE PPB POLE WITH PUSH BUTTONVEHICLE SIGNAL HEADTRAFFIC SIGNAL MOUNTED SIGNPEDESTRIAN SIGNAL HEADTRAFFIC SIGNAL CONTROLLER CABINETELECTRICAL SERVICE CABINETPULL BOX TYPE 2PULL BOX TYPE 8VEHICLE VIDEO DETECTION ZONEVEHICLE DETECTION CAMERACONDUITSIGNAL POLE NOTECONSTRUCTION NOTEWIRE NOTESIGN NOTELUMINAIRE SCHEDULE NOTE (SEE SHEET 2FOR LUMINAIRE SCHEDULE)#####PTZ CAMERAEMERGENCY PREEMPTION DETECTORT-423101SW 19TH STLIND AVE SWTED-40-423101DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022SURFACE WATER UTILITYJFarah 11/04/2022WATER UTILITY ABDOUL GAFOUR 11/4/22WASTEWATER UTILITYJStowell 11/07/2022REGIONAL FIRE AUTHORITYcthomas 11/07/2022APPROVED
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CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FORRESOLUTION.3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICECONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIORTO INSTALLATION OF METER BASE.4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACTTRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)430-7423.5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICALPRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIORTO INSTALLATION.6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION.7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES.8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELYCOVERED WITH BLACK MATERIAL WHEN NOT IN OPERATION.9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLEDPER CITY OF RENTON STANDARD PLAN 119.10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY.11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTORSHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT.12. FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTONSCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 2.13. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135.SIGNAL HEAD ASSIGNMENTSRYGINDICATES HORIZONTAL PLUMBIZERLOCATION, TYP (TYPE "L" MOUNTING, MASTARM MOUNT, SEE STANDARD PLAN 140)VEHICLE HEADS:# 21, 22, 41, 4261, 62, 81 & 82PEDESTRIAN HEADS:# 28, 29, 48, 4968, 69, 88 & 89PHASE SEQUENCE DIAGRAMNOTUSEDRING 1RING 2Ø1 Ø2 Ø3 Ø4Ø5NOTUSEDNOTUSEDNOTUSEDØ6 Ø7 Ø8SIGNAL NOTESA. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE INACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD).B. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTEDTRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BEPAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTEDFLAT BLACK.C. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH,0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCHRETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACKPLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATESSHALL BE PAINTED TRAFFIC YELLOW.D. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALLMOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK.E. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS.F. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, ORSIDEWALK, WHICHEVER IS HIGHEST.G. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITHIDENTIFICATION TAGS PER STANDARD PLAN 139.0' 20' 40' 60'#Ø2Ø4Ø6Ø8VDAVDBVDCVDDPHASESVIDEO DETECTIONSCHEDULE8928886948PPB8829PPB48SEE SHEETS 4 & 5 FORSIDEWALK RAMP PLANSPPB69PPB89PPB28589PPB4911PTZ 1POWERSOURCE71333531263131163131132188131T-423102CAUTION12" PETROLEUM PIPELINEOLYMPIC PIPELINE CO.6PROTECT EXISTING SANITARY SEWER SYSTEM.8928PPB289PPB8987133PTZ 174829PPB481110PPB29PPB29631132882813110212214313126PPB88PPB6958869922921311315311222122112122212212233244445CONSTRUCTION NOTESCONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION ANDDETAILS SEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.1CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILSSEE SIGNAL STANDARD DETAIL CHART AND POLE EQUIPMENT SCHEDULE.23VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THEENGINEER IN THE FIELD.4CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLERCABINET FOUNDATION PER DETAIL (TYPE A) ON SHEET 4. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THISSHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES. VERIFY FINAL LOCATION WITH THEENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 "ITS P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS,ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS.CONTRACTOR TO SUB OUT FIBER CONNECTION WORK. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CORSTD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASEINSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS.CONTRACTOR TO EXPOSE THE WATER MAIN NEXT THE NEW POLE FOUNDATION USING A VACUUM METHOD TO LOCATETHE OUTSIDE WALL OF THE 16" WATER MAIN OR PIPE JOINT. THE POLE FOUNDATION HOLE SHALL BE EXPOSED USINGHAND-DIGGING AND A VACUUM METHOD TO REDUCE VIBRATION AND MINIMIZE IMPACT TO THE WATER MAIN. THEOUTSIDE EDGE OF THE POLE FOUNDATION SHOULD BE AT LEAST FOUR FEET FROM THE OUTSIDE EDGE OF THE WATERMAIN. CONTRACTOR TO USE CMP FOR FORM AND POUR THE POLE FOUNDATION AND BACKFILL THE GAP BETWEEN THECMP FORM AND THE ADJACENT AREA WITH CONTROLLED DENSITY FILL.502DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022WATER UTILITY ABDOUL GAFOUR 11/4/22WASTEWATER UTILITYJStowell 11/07/2022reduce mast armlength by 5 feet forpole 7reduce mast armlength by 5 feet forpole 1TRANSPORTATION OPERATIONcbarnes 11/09/2022APS push buttons needto be better oriented fortactile arrows to beparallel to crosswalkand on side of pole nextto wheelchair ramp with2'x4' level area in frontof them. PPB polesmay need to berelocated to provide thelevel area in front ofpush button.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Signal 9.12.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONLUMINAIRE SCHEDULELUMINAIRE #[4]STATION OFFSETLUMINAIRE TYPELUMINAIREARMMOUNTINGHEIGHTBASE CIRCUIT #FOUNDATIONDEPTHPOLE ID # COMMENTS**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V* * FIXED1*SEE SIGNAL STANDARDDETAIL CHART1PUSH BUTTON SCHEDULEPOLE #PUSHBUTTON ØARROWDIRECTIONSIGN [4] CUSTOM WALK VOICE MESSAGE [5]249LEFTR10-3e(L)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE368RIGHTR10-3e(R)19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET569LEFTR10-3e(L)688RIGHTR10-3e(R)889LEFTR10-3e(L)928RIGHTR10-3e(R)19TH STREET WALK SIGN IS ON TO CROSS 19TH STREETLIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUELIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE19TH STREET WALK SIGN IS ON TO CROSS 19TH STREET19TH STREET WALK SIGN IS ON TO CROSS 19TH STREETR10-3e(L)LEFT10 29RIGHTR10-3e(R)LIND AVENUE WALK SIGN IS ON TO CROSS LIND AVENUE1148SIGNAL POLE EQUIPMENT SCHEDULE14710511#POLENUMBERPOLETYPEEQUIPMENT MOUNTED ONPOLE MAST ARMLUMINAIRE ARMIIIIIIIIIIIIPPBPPBVEHHEADPEDHEADAPSWITHSIGNSIGNTERMCABINETVEHHEADLUMINAIREPHOTOCELLPTZPRE-EMPTIONI.R.PRE-EMPTIONGPSVEHDETECTCAMERASIGN-2- 12111 -------2-2-211-1-------111--222------1-----111-----------1--123132313WIRE NOTES5C (VEHICLE OR PED HEAD)RACEWAY / CONDUIT SIZE2CS (PUSH BUTTON)3CS (EVPE)3c SIAMESE VIDEO CABLE#8 (ILLUMINATION)#3/0 (POWER - NO GROUND)PTZ CABLE#6 (CONTROLLER CAB POWER)COMMENTS#12"23456783"3"3"3"3"3"3"SPARESPARE13SIGNAL STANDARD DETAIL CHARTLIND AVENUE SW & SW 19TH STPOLENOTEFIELD LOCATIONPOLETYPEMOUNTINGHEIGHTMASTARMLENGTHA1 A2LUMINAIREARM LENGTHCSIGNAL MAST ARM DATACALCULATEDPOLEXYZ [FT3]SIGNAL MAST ARM DATATOP OFFOUNDATIONELEVATION [3]SOIL LATERALBEARING PRESSURE(PSF)FOUNDATION DEPTHSPOLEID #REMARKSOFFSET DISTANCES [Z] POLE ℄TO ATTACHMENT POINTS (FT)WINDLOAD AREAS (SQ FT) [X] [Y]B1 B2B3B4B5 B6B7B8 B9 B10B11 B1 B2B3B4B5 B6B7B8 B9 B10B11DEF1 F2G1 G2 HI1 I2JJ(UPPER)L3' RD3' SQ4' RD14371011RTLT P.O.A.OFFSETSTATION0'0'-0'0'-IIIIIIPPBIIIIIIPPB20.5' 35'20.5' 35'20.5' 35'20.5' 35'----50'-40'12'55'12'40'-----44.73'XXXXXXLIND AVE12+78.9356.60'LIND AVE13+64.0546.58'LIND AVE12+90.0050.58'LIND AVE13+74.9647.70'LIND AVE12+95.2337.87'LIND AVE12+82.92----- ---------- - -- ---------- - -35.9 30.8 24.5 19.4-------35.6------35.9-------------38.9 32.6 26.3 20.745.4 38.5 33.1 25.435.2 31.0 24.0 18.29.2 7.5 9.29.2 9.29.2 9.29.2 9.27.57.57.5910.5910.5----------------------------1030.01030.61279.2968.20°[2] [2] [1]180°0°0°0°180°180°180°[2] [2] [1][2] [2] [1][2] [2] [1][1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THEFIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK.[2] ATTACHMENT ANGLES FOR THE POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER INTHE FIELD PRIOR TO DRILLING.[3] TOP OF FOUNDATION ELEVATION FOR TYPE III POLES IS THE BOTTOM OF SIDEWALK. SEE TYPE III POLEBASE NOTES (THIS SHEET).TYPE III POLE BASE NOTES:1. TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK FOR TYPE IIISIGNAL POLES.2. INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATIONPER CITY OF RENTON STANDARD PLAN 139.3. POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATIONAS REQUIRED.4. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTERPLUMBING THE STANDARD.5. PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD.6. INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION.1500 9'-0" 7'-0" 7'-0"1500 9'-0" 7'-0" 7'-0"1500 9'-0" 7'-0" 7'-0"1500 9'-0" 7'-0" 7'-0"- ---- ---21.6220.7520.642PPB - 1- ---- - -----3PPB - 1- ---- - --- -6PPB - 1- ---- - --- -8PPB - 1- ---- - --- -9PPB - 1- ---- - --- -9- PPB - - - -X47.13'LIND AVE13+66.80- - - ---------- - - - - - -8- PPB - - - -X38.02'LIND AVE13+78.34- - - ---------- - - - - - -6- PPB - - - -X35.37'LIND AVE13+81.04- - - ---------- - - - - - -2- PPB - - - -X32.78'LIND AVE12+70.96- - - ---------- - - - - - -5- PPB - - - -X45.23'LIND AVE13+66.30- - - ---------- - - - - - -------11313113113112193"113"123"132"312232T-4231031070 (GPS EVPE)110 3" 31211 1PAINT SPECIFICATIONS:xALL POLES, ARMS, BASE PARTS, AND ALL RELATED HARDWARE /COMPONENTS SHALL BE FACTORY PRIMED AND POWDER COATEDTO MATCH FINISH COLOR.xALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALLMATCH FINISH COLOR.xFINISH COLOR SHALL BE RAL 9005TX "JET BLACK" OR APPROVEDEQUAL WITH PAINT CHIP.[4] SIGN SIZE SHALL MEET MUTCD REQUIREMENTS.[5] PUSH BUTTON HOUSING SHALL BE BLACK IN COLOR.**DEC ROADWAY 90W, LED, (TYPE III, B3-U0-G2), 4000K, 240V* * FIXED1*SEE SIGNAL STANDARDDETAIL CHART2221.0912SIGN SCHEDULENTSD3-1 (18" x 84") D3-1 (18" x 72")SIGN NOTES:a. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURESPRIOR TO FABRICATION.b. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES ISAPPROVED BY THE CITY.c. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 ORAPPROVED EQUAL.d. SIGN BLADE THICKNESS SHALL BE 0.125".e. SIGN SHEETING SHALL BE 4000 SERIES 3M DIAMOND GRADE REFLECTIVE SHEETING ORAPPROVED EQUAL.f. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED.g. FOR SIGN MOUNTING DETAILS, SEE WSDOT STANDARD PLAN G-30.10.h. SIGN PROOFS FROM THE MANUFACTURER SHALL BE SUBMITTED TO THE CITY FORAPPROVAL PRIOR TO FABRICATION OF MAST ARM MOUNTED STREET NAME SIGNS.R10-12 (30" x 36")3[4] POLE NUMBERS TO BE ISSUED BY TRANSPORTATION MAINTENANCE ONCE POLES ARE INSTALLED. CONTACTERIC CUTSHALL AT (425) 430-7423 FOR POLE NUMBERS.03DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022Pushbutton polecannot physicallyaccept a 3" conduit.Chane to 2"Provide model number45'50'TRANSPORTATION OPERATIONcbarnes 11/09/2022
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:36:10-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:37:18-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-423110CONCRETE WASHOUTN.T.S.10DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311111DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Erosion 10.20.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311212DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311313DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311414DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311515DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311616DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311717DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSLind Ave SW @ SW 19th St Interconnect 9.8.22.dwgAN COMPANYTRO-41-4231SWA2 AMAZONLUA21-000233C22004537SWA2 AMAZONT-42311818DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022TRANSPORTATION OPERATIONcbarnes 11/09/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:40:54-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:42:38-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSIN COMPLIANCE WITH CITY OF RENTON STANDARDSAN COMPANY DIGITALLY SIGNED 2022.10.24 07:44:10-07'00'DEVELOPMENT ENGINEERINGMichael Sippo 11/04/2022