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C2.2 ALLEY SEWER P&P_04162021
469047004710472047304690470047104720473097+0098+0099+004705.7100+004706.14706.484706.84707.09101+004707.54707.674708.0 4708.10102+004708.5 4708.38 4707.8 4708.62103+004708.4 4708.88 4708.9 4709.22104+004708.9 4709.96 4710.0 4710.99105+004711.2 4712.05 4712.4 4713.03106+004712.5 4713.89 4713.0 4713.84107+00108+00109+00110+00111+00INSTALL 670 LF OF 8"Ø SDR 35PVC SEWER MAIN8" Ø SDR35 PVC L=201.31' S=-0.90%8" Ø SDR35 PVC L=89.24' S=-0.62%8" Ø SDR35 PVC L=182.16' S=-0.78%8" Ø SDR35 PVC L=188.73' S=-1.44%SSMH-4 STA. 102+22.23 (-3.17' L) RIM ELEV = 4708.24 8" INV IN = 4702.47 8"INV OUT = 4702.27 SSMH-5 STA. 103+16.97 (-3.96' L) RIM ELEV = 4708.70 8" INV IN = 4703.22 8"INV OUT = 4703.02 SSMH-6 STA. 105+03.68 (-4.45' L) RIM ELEV = 4711.03 8" INV IN = 4704.84 8"INV OUT = 4704.64 STA. (ALLEY)INV IN = 4700.46INV IN = 4700.46INV OUT = 4700.26SSMH-2STA. 1+49.88 (0.02' R)RIM ELEV = 4706.16 100+16.26 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. 106+85.618" DIA. DI WATER PIPEINV. ELEV.= 4705.4118" 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.100+96.22' (23.00') SVC @ S T A . 1 0 6 + 2 4 . 5 3 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 9 4 . 3 1 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 6 4 . 0 0 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 8 1 . 0 3 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 5 0 . 9 6 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 2 0 . 9 0 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 9 0 . 8 4 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 2 1 . 1 4 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 2 + 8 6 . 0 1 ' ( - 2 3 . 0 0 ' ) SVC @ STA. 1 0 2 + 5 3 . 4 6 ' ( - 2 3 . 0 0 ' ) SVC @ STA.102+05.99' (-23.00')SVC @ STA.101+68.45' (-23.00')SVC @ STA.101+37.48' (-23.00')SVC @ STA.101+06.57' (-23.00')SVC @ STA.100+75.67' (-23.00')SVC @ STA.101+26.37' (23.00')SVC @ STA.101+56.51' (23.00')SVC @ STA.101+85.69' (23.00')SVC @ STA.102+13.06' (23.00')SVC @ STA.102+39.73' (23.00')SVC @ STA.102+66.90' (23.00')SVC @ STA.1 0 2 + 9 5 . 2 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 2 5 . 6 5 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 5 5 . 2 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 1 6 . 3 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 4 6 . 3 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 7 6 . 4 0 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 1 0 . 7 3 ' ( 2 3 . 0 1 ' ) SVC @ S T A . 1 0 5 + 3 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 6 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 9 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 6 + 2 7 . 7 8 ' ( 2 3 . 0 0 ' )100+00101+00102+00103+00104+00105+00106+00107+00SSMH-4SSMH-5SSMH-60'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.ALLEY SEWER P&PSTA. 97+00 TO STA. 111+00AS NOTEDTGEXISTING GRND. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄ALLEY SEWER P&PC2.2HEC 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 NOTEDBVALLEYALIGNMENT