Loading...
HomeMy WebLinkAboutR-3981Existing Lid Replaced w/ Flat Top Lid per CO #09 DELETE WSDOT JB 1 DELETE SEPARATE WSDOT CONDUIT EXTEND CONDUIT TO CITY JUNCTION BOX DELETE SEPARATE WSDOT CONDUIT 6-4-2014 CONVERSION OF WSDOT POLES A AND B TO CITY SYSTEM A B 2-#8 ADD 2#8 FOR SEPARATE CIRCUIT C FOR POLES A & B ADD 2#8 FOR SEPARATE CIRCUIT C FOR POLES A & B 6-4-2014 CONVERSION OF WSDOT POLES A AND B TO CITY SYSTEM DELETE SEPARATE WSDOT CONDUIT DELETE WSDOT JB DELETE WSDOT JB DELTE WSDOT CONDUIT & CONDUCTORS WEST OF POLE C DELETE SEPARATE WSDOT CONDUIT EXTEND CONDUIT TO CITY JUNCTION BOX 1 ADD 2#8 FOR SEPARATE CIRCUIT C FOR POLES A & B RENTON TRAILS: TRAFFIC SIGNAL REVISION PPB POST INSTALLATION TENW 05-11-2015 Furnish and install a new PPB post per City of Renton Standard Plan J025 and WSDOT Standard Plan J-20.10 at the approximate location shown. Contractor shall field verify location of PPB post with the Engineer prior to foundation installation. Install APS Pedestrian Pushbutton. Pushbutton placard arrow shall face NE for the marked crosswalk. Contractor shall confirm that there is no more than 10" of side reach from the pushbutton to the level landing area of the sidewalk. Install conduit to existing junction box located outside of sidewalk area. Existing 2c(sh) to be re-routed from existing signal pole location. If sufficient slack is not available, contractor shall install new conductors from existing controller to new PPB post. POLES A AND B PART OF CITY SYSTEM, SVC #1 CKT A VALVE\/j.O8,N[JJGPM1”GPM‘VA—I—__———i-——————- --- - -——-—- .I,\,,——-—I,1\),\---/SCONTROLVALVERAGG.P.M.CONTROLLERDESIGNATIONANDVALVENUMBERVALVESIZESYMBOLDESCRIPTIONSPRAYHEADS:6”POP—UPHEADS(DESIGNPRESSURE30PSI.)RAINBIRD1806—SAMSPRAYBODY/BSERIESMPRLOb8’SERIES—HALF(0.47GPMMPRNOZZLE)4’X15’LEFTCENTERSTRIP(0.49GPMMARNOZZLE)CD4’XlS’RIGHTCENTERSTRIP(0.49GPMMPRNOZZLE)CD4’X30’SIDESTRIP(1.21CPUROTARYNOZZLE)ROTARYHEADS:6”POP—UPHEADS(DESIGNPRESSURE3DPSI.)RAIN61601896—SAMSPRAYBODY/©13—18SERIES(0.80CPUROTARYNOZZLE)00—QUARTER.H—HALF,U—THREEQUARTERPAlHPbAFkIT’SLEEVES:SCHED.40PVC;2XUNESIZELATERALLINES:CLASS200PVC,(MIN.14”COVER)———MAINLINE:SCHED.40PVC,(MIN.24”COVER)SERViCEUNEUNCONNECTEDPIPE®S®IRRIGATiONPOINTOFCONNECTiON(120PSI.):3/4”WATERMETER(2—TOTALINMETERBox)BACKFLOWPREVENTION:DOUBLECHECKVALVEASSEMBLY(FESCO1/2”850UINGROUNDVAULT)PEDESTALMOUNTCONTROLLER(STAINLESSSTEEL)TOROSEN1TNAL(2—TOTAL)MASTERVALVE/FLOWMETER(INVALVEBOX)TORO2201”BRASSVALAVE/TORO075TFSFLOWSENSORELECTRONICCONTROLVALVE(INVALVEBox)RAINBIRD100—PEBQUICKCOUPLERASSEMBLY(INVALVEBOX)RAINBIRD44—LRCBRASSBALLVALVE(INVALVEBOX)NIBCO1—1/2”T—58O-ACONSTRUCTIONNOTES——SURVEYED:JFS——DRAWNBY:bIOSISTATEOF‘RCITYOFRENTONHIGHLANDSTOLANDINGDRAWINGNO.8.02——WASHINGTONDESIGNBY:bIDSREGISTERED——LANDCRcHITScTPublicWorksDeportmentPEDESTRIANCONNECTIONPROJECTCM1070(007)PROJECTNO.31796——CHECKBY:LBM,,..,,4ç.24APPRFEDAIDNOCbi-1STSIU-37)l%II!?,bION9,51*4%—PROJMGRLAMCURTISLuPIERREDATEIRRIGATIONPLANDATE:Juno2013——Ph,*I4N!I-4449SHEETNO.340P44REVISIONDESCRIPTIONBYAPP.DATETa(4%)994997CERTIFICATENO.1,74,———/yGPMV-4-____-6D0_-—--P.V.C.P(PESCHEDULE--I-96k10BkSItU)ACCORDING10G.P.U(GALLONSPERMINUTE)DEMANDDOWNUNE.FLOWvELocmEsARENOTTOEXCEED5’PERSECOND.SCHEDULE40P.V.C.MANUNEPIPEC.P.U.PIPESIZEc64+00--__--I0—83/4”9—111”12—2211/4”23—3511/2”36—502”CLASS200P.V.C.LATERALLINESC.P.U.PIPESIZE7,,/,O—103/4”10—141”14—2411/4”24—3011/2”30—502”NOTE:THECONTRACTORSHALLFIELDVERIFYTHELOCATIONOFTHEEXISTING8—INCHWATERLINEANDSHALLEXCAVATEFORTHETRENCHINGOFTHENEWSERVICEUNEANDFORTHEMETERTHATWILLDEINSTALLEDBYThECOY.CONTRACTORSHALLRESTORETHEAREADNCEThEMETERISINSTALLED.I.’.\4/,::--:*sç.4fTht,’’:S’IRRIGATIONLEGEND4—LOCATEVALVES5’MIN.ENOMDREWAYAPRON0-Efl.‘oi(j)POINTOFCONNECTION:1”METER(2OF2)ATEXTENSIONOFEXISTINGOF8”WATERMAIN.()LOCATEIRRIGATIONMAINUNE6”FROMEDGEOFSIDEWALKINPLAN11NGAREA.()LOCATEIRRIGATiONMAIN6”FROMEDGEOFACCESSROAD.()120VPOWERSERVICETOCONTROLLER20’0’20’40’—ISCALEINFEET 4-Man Boulders Deleted per CO #03