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C3.2 ALLEY WATER P&P_04162021
468046904700471047204680469047004710472097+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 680 LF OF 8"Ø CLASS 51 DI WATER MAIN℄ ROAD ASTA. 1+60.85 (10.62')INSTALL 8"x8"x8" DI TEEW/ MJ RESTRAINTSINV. ELEV.= 4698.13'STA. 1+65.26 (-30.14')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4698.43' STA. 102+22.16 (7.99') INSTALL 11.25° DI BEND W/ MJ RESTRAINTS INV ELEV. = 4700.07' STA. 103+16.39 (7.10') INSTALL 11.25° BEND W/ MJ RESTRAINTS INV ELEV. = 4700.74' STA. 6+67.24 (-132.35') INSTALL 8" DIA. GATE VALVE & VB W/ MJ RESTRAINTS INV. ELEV.= 4700.99' STA. 105+06.26 (6.85') INSTALL 11.25° DI BEND W/ MJ RESTRAINTS INV ELEV. = 4703.13' STA. 106+66.25 (5.49') INSTALL 8" DIA. GATE VALVE & VB W/ MJ RESTRAINTS INV. ELEV.= 4705.38' STA. 11+60.71 (-11.05') INSTALL 8"x8"x8" DI TEE W/ MJ RESTRAINTS INV. ELEV.= 4705.42' ℄ ROAD ASTA. 100+32.1015"Ø A2000 PVC PIPEINV. ELEV.= 4702.996.5' MIN.BURY(TYP.)STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTST STSTSTSTSTSTBLOCK 2BLOCK 3BLOCK 1 BLOCK 4 LOT 1 LOT 2 LOT 3 LOT 4LOT 4 LO T 6 LOT 3 LO T 10 LO T 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 LO T 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 LO T 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''S8''S S S S S S S S 8''S8''S8''S8''S8''S S S S8''SS SSVC @ STA.100+69.74' (-22.67')SVC @ STA.101+16.57' (-23.00')SVC @ STA.101+47.48' (-23.00' )SVC @ STA. 1 0 1 + 7 8 . 8 1 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 2 + 1 2 . 1 8 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 2 + 6 4 . 2 9 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 2 + 9 6 . 8 4 ' ( - 2 3 . 0 0 ' )100+00101+00102+00103+00104+00105+00106+00107+00SV C @ S T A . 1 0 3 + 3 1 . 8 5 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 4 + 0 0 . 8 4 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 4 + 3 0 . 9 0 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 4 + 6 0 . 9 6 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 4 + 9 1 . 1 4 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 5 + 4 3 . 8 8 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 5 + 7 4 . 0 0 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 6 + 0 4 . 3 1 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 6 + 3 4 . 5 3 ' ( - 2 3 . 0 0 ' ) SVC @ S T A . 1 0 6 + 3 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 6 + 0 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 7 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 4 7 . 7 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 5 + 0 1 . 1 2 ' ( 2 2 . 9 6 ' ) SVC @ S T A . 1 0 4 + 8 6 . 4 0 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 5 6 . 3 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 4 + 2 6 . 3 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 6 5 . 2 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 3 5 . 2 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 3 + 0 4 . 5 8 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 2 + 7 6 . 1 9 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 2 + 4 9 . 0 3 ' ( 2 3 . 0 0 ' ) SVC @ STA.102+22.9 5 ' ( 2 3 . 0 0 ' ) SVC @ STA.101+94.98' (23.00')SVC @ STA.101+66.49' (23.00')SVC @ STA.101+36.37' (23.00')SVC @ STA.100+74.14' (23.79')8''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''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 0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.ALLEY WATER P&PSTA. 97+00 TO STA. 111+00AS NOTEDEXISTING GRND. ELEV. @ ℄ FINISHED GRND. ELEV. @ ℄ALLEY WATER P&PC3.2HEC Apr 15, 2021 - 6:47pmCAD FILE: M:\193211\Drawings\Construction Drawings\C3.1 WATER 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 NOTEDBVLOOPALIGNMENTALLEYALIGNMENT