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SP_03 SANITARY SEWER PLAN_PROFILE Layout4-Layout1 (1)
- 1. TACOMACOMMUNITYCOLLEGE-UNDERGROUNDUTILITIESTOBLDG29 APORTIONOFSEC.2,TWN.20N,REG2E.,WM CITYOFTACOMA,PIERCECOUNTY,WA SSMH RIM=98.29' IE=89.79'S B.1 SS.01 POINT 11 STORM SEWER CLEANOUT 100.25' 120 110 100 90 80 70 120 110 100 90 80 70 98.29' 101.11' 2.33% 3'MIN COVER SEC. 7-09.3(5) SLOPE @ 2.00% INSTALLDROPCONNECTION(SEED1) EXISTINGSTORMLINE @97.44' CONNECT TO EXISTING 8"PVCBY OTHERS (SEEC1) 95.44'93.02' AUTILITYCROSSING 18"MIN 10.00" B.1.CROSS-SECTIONOFPROPOSEDSEWERLINE 12.00" 24.00" 24.00" D1:DROPCONNECTIONATMANHOLE LEGEND EXISTINGSANITARYSEWERLINEPROPOSEDSANITARYSEWERLINE EXISTINGSITEPLAN PROPOSEDSIDESEWERCLEANOUT 1'-0 C1:EXISTING8"PVC CONNECTION BELLTYPECONNECTION@ EXISTINGSTUB.USE20' STICKS.CUTLASTSTICK TOFITEXISTINGSTUB INSTALLCONCRETESADDLEABOVE PROPOSED8"PVCANDCOINCIDENTWITH INTERSECTIONOFSTORMLINE 1.130LF8"PVC PDF created with pdfFactory trial version www.pdffactory.com
- 3. TACOMACOMMUNITYCOLLEGE-UNDERGROUNDUTILITIESTOBLDG29 APORTIONOFSEC.2,TWN.20N,REG2E.,WM CITYOFTACOMA,PIERCECOUNTY,WA SSMH RIM=98.86' IE=89.86' SSMH RIM=98.29' IE=89.79' 1'-0 BLDG29 SSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ConstructionEntrance S CONTRACTOR STAGINGAREA S XX X X X X X X X X X XX WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX LEGEND WWEXISTINGDOMESTICWATERLINE SSEXISTINGSANITARYSEWERLINE XXWIREFENCE EXISTINGSITEPLAN CONTRACTORSTAGINGAREA XXXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X Existing8"SanitarySewerMain Existing24"WaterMain POINT17 SEWERINV5'8"PVC 101.11' XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X 2 A 3 1 B GENERALNOTES A.CONTRACTORSTAGINGAREA B.DIRECTIONOFFLOW TESCNOTES 1.PROVIDECONSTRUCTIONENTRANCE 2.PROVIDEFILTERFENCE 3.PROVIDEHIGHVISIBILITYWIREFENCE 4.PROVIDECATCHBASININLETPROTECTION 4 XXXXXFILTERFABRICFENCE EXISTINGSTORMSEWERLINE Existing8"StormDrainLine SEXISTINGSANITARYSEWERLINE
- 5. TACOMACOMMUNITYCOLLEGE-UNDERGROUNDUTILITIESTOBLDG29 APORTIONOFSEC.2,TWN.20N,REG2E.,WM CITYOFTACOMA,PIERCECOUNTY,WA 1'-0 BLDG 29 W W W W W W W W S S S S S S S S LEGEND WWEXISTINGDOMESTICWATERLINE SSEXISTINGSANITARYSEWERLINE FFPROPOSEDFIREFLOWLINE WWPROPOSEDDOMESTICWATERLINE SSPROPOSEDSANITARYSEWERLINE EXISTINGSITEPLAN PROPOSEDFIREHYDRANT PROPOSEDWATERVALVE WW WWW FFFFFFFFFFFFF AUTILITYCROSSING PROPOSEDSIDESEWERCLEANOUT 18"MIN 1.EXISTING8"SANITARYSEWERMAIN 2.EXISTING24"DOMESTICWATERMAIN 3.PROPOSED102LF24"DIFIREFLOWLINE 4.PROPOSED37LF24"DIFIREFLOWLINE 5.PROPOSED25LF6"DIDOMESTICWATERSERVICE 6.PROPOSED36LF6"DIDOMESTICWATERSERVICE 7.PROPOSEDFIREHYDRANT 8.PROPOSEDWATERVALVE 9.EXISTINGSTORMSEWERLINE 2 3 5 4 6 8 7 1 A.1 WA.01 DETAILA.1/WA.01CONNECTIONTOEXISTINGWATERMAIN DETAILA.2/WA.01TEECONNECTION DETAILA.3/WA.0190DEGREEELBOW DETAILA.4/WA.01WATERMETERCONNECTIONDETAIL DETAILA.5/WA.01WATERVALVECONNECTIONDETAIL DETAILA.6/WA.01FIREHYDRANTCONNECTIONDETAIL A.2 WA.01 A.3 WA.01 A.6 DT.01 A.5 WA.01 A.4 WA.01 CONNECTTOEX24"WATER (1)12"HOTTAPCONNECTION(FLxMJ) (1)12"GATEVALVE(MJxFL) (1)12"x24"REDUCER(FL) WITHTHRUSTBLOCKING UTILITYCROSSING 24"W 8"SS (1)24"x6"TEE(MJxFL) (1)6"GATEVALVE(FLxMJ) WITHTHRUSTBLOCKING (1)6"90DEGBEND(MJ) WITHTHRUSTBLOCKING (1)6"GATEVALVE(MJ) (1)WATERMETER WITHTHRUSTBLOCKING (1)FIREHYDRANTASSEMBLY (1)24"GATEVALVE(MJ) WITHTHRUSTBLOCKING EXISTINGSTORMSEWERLINE UTILITYCROSSING 24"W 8"SD 11+0010+5010+00 100 95 90 1"=5'V CURBGRADES 11+50 85 80 140LF24"DUCTILEIRONPIPE@2%SLOPE BUTILITYCROSSING 18"MIN SS SD W W 9 10.00" 12.00" 24.00" 8.00" 28.00" 38.00"