HomeMy WebLinkAboutC3.1 LOOP WATER P&P_0816202146804690470047104720468046904700471047200+004705.24705.64696.711+004706.14697.244706.94698.542+004707.74699.804708.53+004709.24709.64+004709.94710.15+004710.4
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4712.114+00DRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSSTA. 0+56.11 (11.89')CONNECT TO EXTG. 8" WATERSTUB W/ 8" GATE VALVE & VBINV. ELEV.= 4696.23'STA. 1+36.57 (5.53')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4697.09'STA. 1+61.24 (5.47')INSTALL 8"x8"x8" DI TEEW/ MJ RESTRAINTSINV. ELEV.= 4697.37'STA. 1+83.42 (5.49')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4698.06'STA. 2+42.73 (5.49')INSTALL 8"x8"x6" DI TEEW/ MJ RESTRAINTS &25 LF FH LEAD TO THE SOUTHINV. ELEV.= 4699.80'
STA. 10+61.54 (-5.50')
INSTALL 8"x8"x6" DI TEE
W/ MJ RESTRAINTS &
9 LF FH LEAD TO THE NORTH
INV. ELEV.= 4705.76'
STA. 11+51.32 (-5.49')
INSTALL 8" DIA. GATE VALVE &
VB W/ MJ RESTRAINTS
INV. ELEV.= 4705.62'
STA. 11+60.97 (-5.51')
INSTALL 8"x8"x8" DI TEE
W/ MJ RESTRAINTS
INV. ELEV.= 4705.60'
STA. 11+81.29 (-5.82')
INSTALL 8" DIA. GATE VALVE &
VB W/ MJ RESTRAINTS
INV. ELEV.= 4705.57'
STA. 12+71.70 (-7.23')
CONNECT TO EXTG. 8" WATER
STUB W/ 8" GATE VALVE & VB
INV. ELEV.= 4705.41'7.5' HYD7.5' HYDINSTALL 432 LF OF 8"Ø CLASS 51 DI WATER MAINSTA. 0+67.5512"Ø A2000 PVC PIPEINV. ELEV.= 4702.57STA. 11+73.048"Ø SDR 35 PVC PIPEINV. ELEV.= 4703.3418" MIN.SEPARATION6.5' MIN.BURY(TYP.)STA. 0+61.26 (12.02')INSTALL 22.5° DI BENDW/ MJ RESTRAINTSINV ELEV. = 4696.29'STA. 0+79.04 (5.14')INSTALL 22.5° DI BENDW/ MJ RESTRAINTSINV ELEV. = 4696.49'STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTST
STSTSTSTSTBLOCK 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
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12+00
13+00
14+00SVC @ STA.0+92.16' (38.00')SVC @ STA.1+33.54' (38.00')SVC @ STA.1+72.06' (38.00')SVC @ STA.2+51.62' (38.00')SVC @ STA.10+56.23' (38.00')SVC @ STA.10+92.10' (38.00')SVC @ STA.11+26.10' (38.00')SVC @ STA.11+62.09' (38.00')SVC @ STA.12+09.58' (38.00')SVC @ STA.12+44.10' (38.00')8''W8''W8''W8''W8''W8''W
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0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP WATER P&PSTA. 0+00 TO STA. 14+00AS NOTEDFINISHED GRND. ELEV. @ ℄
PIPE INVERT ELEV. @ ℄LOOP WATER P&PC3.1HEC 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 NOTEDBVSAW CUTEXISTINGASPHALT(TYP.)LOOPALIGNMENTALLEYALIGNMENTINSTALL 8" DI END CAPW/ MJ RESTRAINTSINSTALL 8" DI END CAPW/ MJ RESTRAINTSSTA. 2+46.04 (-19.50')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4708.9STA. 10+61.56 (-19.50')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4708.9