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HomeMy WebLinkAbout10-C7 SEWER AND WATER MAIN PLAN & PROFILESFF=25.801+63.25I.E. = 21.971+46.08I.E. = 20.351+58.12I.E. = 19.806" SDR35 PVC@ 1.0%4" SCH40 PVC1+008" DIP 8" 8"S S 8"W6" PVCSSWWSDSD S D SDSDSD2+003+00SD8" DIP9C9GREASEINTERCEPTOR@ 2.0%I.E. (4") = 19.641+34.58GWI.E. (6") = 19.17 PRIOR TO PERFORMINGANY OTHER WORK, PROVIDEEXPLORATORY EXCAVATIONTO VERIFY ACTUAL DEPTHOF WATER MAIN1+00SDSD I.E. = 20.101+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+8047204725473047254730471547151+10THRUST BLOCK1+00EX. 8" WATERW/ TAPPING TEECONNECT TO& TAPPING VALVE1+41.22SD 12" PVCI.E. = 21.672+14.37THRUST BLOCK2+28.52THRUST BLOCK3+13.17NEW SD3+54.00FL 6"3+52.00WS 4"3+65.678"x6" TEE W/ 6"GATE VALVE(HYDRANT LEAD)3+70.678" CAP &THRUSTBLOCK2.89'6.63'6.5'8" DIP CLASS 51EXIST.GROUNDFINISHEDGRADEFIELDDEFLECTFIELDDEFLECTDIPDIP1+00 1+20 1+40 1+60 1+80471547204725471547204725I.E. (6") = 1+30.36SD 12" PVCI.E. = 20.671+65.55I.E. = 19.80F.F. = 25.801+10.91EX. 8" WATER6" SDR35 PVC@ 1.0%47304730EXIST.GROUNDFINISHEDGRADE0.72' SEPARATION19.171+00MAINTAIN 18" MIN.SEPARATION6" INSERT-A-TEE FITTINGCOFF=25.801+101+00W/ TAPPING TEECONNECT TO& GATE VALVE3+65.678"x6" TEE W/ 6"GATE VALVE3+70.678" CAP &THRUSTBLOCK(HYDRANT LEAD)THRUST BLOCKI.E. = 21.97I.E. = 20.358" DIP 8" 8"S S 8"W6" PVCSSWWSDSD S DSDSDSD2+003+00SD8" DIPNEW HYDRANTPER C.O.B. STD.DETAIL 02660-4NEW20' UTILITYEASEMENT@ 2.0%GWEX. 8" WATERTHRUST BLOCK2+28.523+54FL 6" DIP3+52WS 4" DIPSDSD 2+14.37THRUST BLOCKI.E. = 20.100+80 1+00 1+20 1+40 1+60 1+804715472047254715472047251+63.36I.E. = 21.97F.F. = 25.80PVC @9.37%1+46.08I.E. = 20.351+34.58I.E. = 20.101+00I.E. (4") = 19.644" SCH40 PVC@ 2.0%4" SCH401+11.28EX. 8" WATER1+28.55SD 12" PVCI.E. = 20.810.5' SEPARATIONMAINTAIN 18" MIN.SEPARATION(DRAWN AS 24")1+001+201+401+604715472547304715472047254730FF = 25.803+54 (MAINLINE)8"x6" TEE &THRUSTBLOCK6" GATE VALVE &VALVE BOX6" DIP CLASS 51EXIST.GROUNDFINISHEDGRADEFIELD DEFLECTREFER TO C.O.B. STDDETAIL 02660-13FOR ENTRY INFONEWBLDG1+001+09NEW GAS1+46.171+001+201+401+604715472547304715472047303+52 (MAINLINE)8"x4" TEE &THRUSTBLOCKFF = 25.804" GATE VALVE &VALVE BOX4" DIP CLASS 51FIELD DEFLECTEXIST.GROUNDFINISHEDGRADEC.O.B. STD DETAIL02660-12 FORENTRY INFOREFER TONEWBLDG1+001+09NEW GAS1+46.17WATER MAINSEWER ANDC9C7SHEET:BY:DATE:OWNER FILE NUMBER:DRAWING INFORMATION:BSCE PROJECT NUMBER:ASSOCIATED PROJECTS:CADD FILE NAME:PROJECT NAME:SHEET TITLE:LAND SURVEYORS - ENVIRONMENTAL SPECIALISTS1324 13th Ave. SWP.O. BOX 3625GREAT FALLS, MT 59403(406)727-2185 OFFICE(406)727-3656 FAXwww.bigskyce.comENGINEERS - PLANNERS - DESIGNERS -PROFESSIONAL SEALOWNER:OF23OXXXX23O-C7XXXXCJMBOZEMAN, MT.ATWELL SUITESRE LLCBOZEMAN 70' 20' 40'0' 20' 40'PLAN & PROFILES20'5'20'5'MAINTAIN MIN. 6.5' COVERFOR ALL WATER MAIN &SERVICE PIPING.GROUNDWATER ELEVATION MAY BEW/IN TRENCH DEPTH PER GEOTECHREPORT. CONTRACTOR SHALL BERESPONSIBLE FOR PERMITTING &DEWATERING AS NECESSARY FORPIPE INSTALLATION.GROUNDWATER ELEVATION MAY BEW/IN TRENCH DEPTH PER GEOTECHREPORT. CONTRACTOR SHALL BERESPONSIBLE FOR PERMITTING &DEWATERING AS NECESSARY FORPIPE INSTALLATION.1.2.INSTALL INSULATION OVER ALLSEWER SERVICE LINES PER12C91.2.6/21/24REV. 2/21/25