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C2.2 ALLEY SEWER P&P_08162021
469047004710472047304690470047104720473097+0098+0099+00100+004706.54700.014707.14700.21101+004707.74700.414708.1 4700.61102+004708.4 4701.02 4708.6 4701.23103+004708.9 4701.64 4709.2 4701.86104+004710.0 4702.07 4711.0 4702.28105+004712.0 4702.70 4713.0 4702.92106+004713.9 4703.13 4713.8 4703.35107+00108+00109+00110+00111+00INSTALL 670 LF OF 8"Ø SDR 35PVC SEWER MAIN8" Ø SDR35 PVC L=195.23' S=-0.41%8" Ø SDR35 PVC L=89.24' S=-0.45%8" Ø SDR35 PVC L=182.16' S=-0.44%8" Ø SDR35 PVC L=194.21' S=-0.44%SSMH-4 STA. 102+22.23 (-3.17' L) RIM ELEV = 4708.24 8" INV IN = 4700.90 8"INV OUT = 4700.70 SSMH-5 STA. 103+16.97 (-3.96' L) RIM ELEV = 4708.70 8" INV IN = 4701.50 8"INV OUT = 4701.30 SSMH-6 STA. 105+03.68 (-4.45' L) RIM ELEV = 4711.03 8" INV IN = 4702.50 8"INV OUT = 4702.30 STA. (ALLEY)INV IN = 4699.90INV IN = 4699.90INV OUT = 4699.70SSMH-2STA. 1+50.59 (-6.01' L)RIM ELEV = 4706.16 100+22.33 STA. (ALLEY) INV IN = 4703.56 INV IN = 4703.56 INV OUT = 4703.36 SSMH-7 STA. 11+73.31 (5.50' R) RIM ELEV = 4713.75 107+02.2618" MIN.SEPARATIONSTA. 106+90.918" DIA. DI WATER PIPEINV. ELEV.= 4705.59BLOCK 2 BLOCK 1 BLOCK 3 LOT 1A LOT 1B LOT 1C LOT 1DLOT 9ALOT 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 2BLOT 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''S S S S S S S 8''S8''S8''S8''S8''S S S S8''SS S S STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTST8''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''W8''W8''W8''WHY D HYD 172°SVC @ STA.100+64.13' (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 6 . 0 7 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 6 5 . 9 5 ' ( - 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 4 . 0 1 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 2 + 8 3 . 1 4 ' ( - 2 3 . 0 0 ' ) SVC @ STA.1 0 2 + 5 0 . 1 1 ' ( - 2 2 . 9 9 ' ) SVC @ STA.102+02.30' (-23.00')SVC @ STA.101+65.67' (-23.00')SVC @ STA.101+35.13' (-23.00')SVC @ STA.101+03.71' (-23.00')SVC @ STA.100+59.73' (-23.00')SVC @ STA.101+23.36' (23.00')SVC @ STA.101+53.78' (23.00')SVC @ STA.101+83.44' (23.00')SVC @ STA.102+11.49' (23.00')SVC @ STA.102+39.73' (23.00')SVC @ STA.102+65.52' (23.00')SVC @ STA . 1 0 2 + 9 7 . 3 7 ' ( 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 4 + 9 6 . 7 5 ' ( 2 3 . 0 0 ' ) 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 NOTEDFINISHED GRND. ELEV. PIPE INVERT ELEV. @ ℄ALLEY SEWER P&PC2.2HEC Aug 17, 2021 - 9:18amCAD 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, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVALLEYALIGNMENT83.5°162.5°168.6°170.5°