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HomeMy WebLinkAboutC4.1 LOOP STORM P&P_0816202146904700471047204730469047004710472047302.96%-3.04%0.67%1.61%3.00%-3.00%-0.01%-1.47%0.50%0.72%-1.01%4704.30+004703.84705.224703.84705.551+004705.84706.124707.04706.932+004708.44707.744709.44708.543+004709.94709.214710.44709.604+004710.74709.854711.3 4710.105+004711.1 4710.35 4710.6 4710.606+004710.1 4710.85 4710.1 4711.117+004710.1 4711.36 4710.3 4711.648+004710.6 4711.97 4710.8 4712.339+004711.4 4712.69 4712.5 4713.0510+004712.8 4713.41 4713.4 4713.7711+004713.1 4713.97 4713.0 4713.7412+004712.6 4713.24 4710.8 4712.9213+004711.6 4712.78 4712.1 4712.1314+00SDI-106 - 48" CIRC SDISTA. 0+68.25 (-15.82' L)FLOWLINE ELEV = 4704.7815" INV IN = 4702.3212" INV IN = 4702.3215"INV OUT = 4702.3215" A-2000 PVC L=183.82' S=-0.80%SDI-104 - 48" CIRC SDISTA. 2+55.63 (-15.43' L)FLOWLINE ELEV = 4707.3115" INV IN = 4703.7615"INV OUT = 4703.7815" A-2000 PVC L=173.43' S=-0.91%MH-100 - 36" MANHOLESTA. 4+59.10 (7.29' R)FLOWLINE ELEV = 4709.6815" INV IN = 4705.3215"INV OUT = 4705.33 15" A-2000 PVC L=253.99' S=0.50%SDI-100 - 48" CIRC SDI STA. 12+68.37 (15.43' R) FLOWLINE ELEV = 4712.53 12"INV OUT = 4710.07 SDI-102 - 24" X 36" RECT SDI STA. 7+16.40 (15.78' R) FLOWLINE ELEV = 4710.63 12"INV OUT = 4706.60 15"INV OUT = 4706.60 BLOCK 2 BLOCK 1 BLOCK 3 LOT 1A LOT 1B LOT 1C LOT 1DLOT 9A LO T 8C LOT 9B LO T 7C LOT 8D LOT 9D LO T 7D LO T 8B LO T 6B LO T 7B LO T 6A LO T 7A LO T 6D LO T 6C LOT 9C LO T 8A LO T 3C LO T 3B LO T 3D LO T 5A LOT 1ALOT 1BLOT 1CLOT 2A LO T 4C LO T 4B LO T 4A LO T 4D LO T 5B LO T 5C LO T 5D LOT 2B LO T 3A LOT 1D LO T 2A LO T 1B LO T 1C LO T 2B LO T 2C LO T 1A CA 18''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S S S S S S S 8''S8''S8''S8''S8''S S S S8''SS S S8''W8''W8''W8''W8''W8''W 8''W 8''W HY D 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8' 'W8''W8''W8''W8''W8''W8''W HYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHY D HYD 12"A-2000 PVCL=27.03' S=1.87%0+001+002+003+004+005+006+007+008+009+0010+0011+00 12+00 13+00 14+00 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTST STSTSTSTST47154710471047104705 4705SDI-105 - 24" X 36" RECT SDISTA. 0+66.88 (15.16' R)RIM ELEV = 4704.83S 12" DIA. INV OUT = 4702.8212"A-2000 PVCL=27.55' S=-0.73%4700 4695 SDI-103 - 24" X 36" RECT SDISTA. 7+15.65 (-15.76' L)RIM ELEV = 4710.63SW 12"INV IN = 4706.800'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP STORM P&PSTA. 0+00 TO STA. 14+00HEC Aug 16, 2021 - 3:28pmCAD FILE: M:\193211\Drawings\Construction Drawings\C4.1 STORM P&P.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018PARKVIEW CROSSINGS BOZEMAN, MTCAMPECHE SHORES DEVELOPMENT, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVEXISTING GRND. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄LOOP STORM P&PC4.1CONNECT TOEXISTING 12" ØA-2000 PVCCONNECT TOEXISTING 12" ØA-2000 PVCLOOPALIGNMENTDRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSROAD SLOPE / FLOWDIRECTION (TYP.)