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HomeMy WebLinkAboutC2.1 LOOP SEWER P&P_0416202146904700471047204730469047004710472047304704.30+004703.84705.224703.84705.551+004705.84706.124707.04706.932+004708.44707.744709.44708.543+004709.94709.214710.44709.604+004710.74709.854711.34710.105+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+008" Ø SDR35 PVC L=120.47' S=0.41%8" Ø SDR35 PVC L=43.85' S=-0.68%8" Ø SDR35 PVC L=91.29' S=-1.92%8" Ø SDR35 PVC L=52.46' S=-0.93%SSMH-3STA. 2+06.33 (-0.01' L)RIM ELEV = 4707.038"INV OUT = 4700.95SSMH-1STA. 0+54.98 (-7.14' L)RIM ELEV = 4705.038" INV IN = 4698.518"INV OUT = 4698.31 SSMH-9 STA. 10+48.85 (0.00' ) RIM ELEV = 4713.40 8"INV OUT = 4708.25 SSMH-8 STA. 12+21.12 (2.11' R) RIM ELEV = 4713.47 8"INV OUT = 4708.06 EXISTING MH-2STA. 3+86.10 (0.00' )RIM ELEV = 4705.378" INV IN = 4697.90 INSTALL 150 LF OF 8"Ø SDR 35PVC SEWER MAININSTALL 170 LF OF 8"Ø SDR 35PVC SEWER MAINSTA. (ALLEY)INV IN = 4700.46INV IN = 4700.46INV OUT = 4700.26SSMH-2STA. 1+49.88 (0.02' R)RIM ELEV = 4706.16100+16.28 STA. (ALLEY) INV IN = 4707.76 INV IN = 4707.76 INV OUT = 4707.56 SSMH-7 STA. 11+73.32 (0.00' ) RIM ELEV = 4713.92 106+96.76STA. 0+67.5512"Ø A2000 PVC PIPEINV. ELEV.= 4702.21STA. 1+61.948" DIA. DI WATER PIPEINV. ELEV.= 4698.2018" MIN.SEPARATIONBLOCK 2BLOCK 3BLOCK 1 BLOCK 4 LOT 1 LOT 2 LOT 3 LOT 4LOT 4LOT 6 LOT 3 LO T 10 LOT 5 LOT 1 LO T 9 LO T 7 LO T 15 LO T 11 LO T 16 LO T 12 LO T 13 LO T 14 LOT 2 LO T 8 LO T 15 LO T 13 LOT 3 LO T 11 LO T 18 LOT 4LOT 5 LOT 1LOT 2 LO T 14 LOT 6 LO T 17 LO T 6 LO T 3 LO T 4 LO T 2LO T 1 LO T 5 LO T 9 LO T 12 LOT 7 LO T 8 LO T 10 LO T 16 8''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 S 8''S8''S8''S8''S8''S S S S8''SS S STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTST STSTSTST8''W8''W8''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''W HYD8''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 172°SVC @ STA.0+80.56' (38.00')SVC @ STA.1+22.95' (38.00')SVC @ STA.1+61.94' (38.00')SVC @ STA.1+96.29' (38.00')SVC @ STA.10+68.10' (38.00')SVC @ STA.11+02.10' (38.00')SVC @ STA.11+36.10' (38.00')SVC @ STA.11+80.10' (38.00')SVC @ STA.12+00.10' (38.00')0+001+002+003+004+005+006+007+008+009+0010+0011+00 12+00 13+00SSMH-7SSMH-2SSMH-8SSMH-9SSMH-1SSMH-30'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP SEWER P&PSTA. 0+00 TO STA. 14+00AS NOTEDEXISTING GRND. ELEV. @ ℄FINISHED GRND. ELEV. @ ℄LOOP SEWER P&PC2.1HEC Apr 15, 2021 - 6:46pmCAD FILE: M:\193211\Drawings\Construction Drawings\C2.1 SEWER 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, LLC04/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVDRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSLOOPALIGNMENTROAD A