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C3.2 ALLEY WATER P&P_08162021
468046904700471047204680469047004710472097+0098+0099+00100+004706.54697.874707.14698.51101+004707.74699.154708.1 4699.79102+004708.4 4700.27 4708.6 4700.63103+004708.9 4701.05 4709.2 4701.71104+004710.0 4702.38 4711.0 4703.05105+004712.0 4703.75 4713.0 4704.45106+004713.9 4705.15 4713.8107+00108+00109+00110+00111+00INSTALL 680 LF OF 8"Ø CLASS 51 DI WATER MAIN℄ ROAD ASTA. 1+61.24 (5.47')INSTALL 8"x8"x8" DI TEEW/ MJ RESTRAINTSINV. ELEV.= 4697.37'STA. 1+65.26 (-30.14')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4697.85' 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+60.97 (-5.51') INSTALL 8"x8"x8" DI TEE W/ MJ RESTRAINTS INV. ELEV.= 4705.60' ℄ ROAD ASTA. 100+32.1015"Ø A2000 PVC PIPEINV. ELEV.= 4702.996.5' MIN.BURY(TYP.)STA. 103+60.20 (6.60') INSTALL 8"x8"x6" DI TEE W/ MJ RESTRAINTS & 18 LF FH LEAD TO THE EAST INV ELEV. = 4701.18'7.5' HYDSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTST STSTSTSTSTSTBLOCK 2 BLOCK 1 BLOCK 3 LOT 1A LOT 1B LOT 1C LOT 1DLOT 9A LO T 8C LOT 9B LO T 7C LO T 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 LO T 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 S SVC @ STA.100+69.73' (-23.00')SVC @ STA.101+12.26' (-23.00')SVC @ STA.101+44.41' (-23.00')SVC @ STA.10 1 + 7 4 . 8 4 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 2 + 2 8 . 5 3 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 2 + 7 1 . 4 2 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 3 + 0 2 . 3 0 ' ( - 2 3 . 0 0 ' )100+00101+00102+00103+00104+00105+00106+00107+00SV C @ S T A . 1 0 3 + 3 4 . 7 7 ' ( - 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 6 . 5 1 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 5 + 7 6 . 3 1 ' ( - 2 3 . 0 0 ' ) SV C @ S T A . 1 0 6 + 0 7 . 2 7 ' ( - 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 3 . 8 2 ' ( 2 3 . 0 0 ' ) 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 6 . 5 5 ' ( 2 3 . 0 0 ' ) SVC @ S T A . 1 0 2 + 7 8 . 6 5 ' ( 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+93.96' (23.00')SVC @ STA.101+64.46' (23.00')SVC @ STA.101+34.57' (23.00')SVC @ STA.100+74.19' (23.00')8''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 0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.ALLEY WATER P&PSTA. 97+00 TO STA. 111+00AS NOTEDFINISHED GRND. ELEV. @ ℄ PIPE INVERT ELEV. @ ℄ALLEY WATER P&PC3.2HEC Aug 16, 2021 - 3:27pmCAD 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, LLC08/16/2021193211CONSTRUCTION DRAWINGS - 22x34 originals INFRASTRUCTURE IMPROVEMENTSSCALESHEET TITLEDESIGN BYP.O. BOX 3088GALVESTON, TXAS NOTEDBVLOOPALIGNMENTALLEYALIGNMENT