HomeMy WebLinkAboutC3.1 LOOP WATER P&P_0416202146804690470047104720468046904700471047204704.30+004703.84705.224703.84705.551+004705.84706.124707.04706.932+004708.44707.744709.44708.543+004709.94709.214710.44709.604+004710.74709.854711.3
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4712.1314+00DRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSSTA. 0+56.11 (11.89')CONNECT TO EXTG. 8" WATERSTUB W/ 8" GATE VALVE & VBINV. ELEV.= 4695.68'STA. 1+35.94 (11.15')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4698.03'STA. 1+60.85 (10.62')INSTALL 8"x8"x8" DI TEEW/ MJ RESTRAINTSINV. ELEV.= 4698.13'STA. 1+66.33 (10.48')INSTALL 8" DIA. GATE VALVE &VB W/ MJ RESTRAINTSINV. ELEV.= 4698.21'STA. 2+77.90 (14.43')INSTALL 8"x8"x6" DI TEEW/ MJ RESTRAINTS &9 LF FH LEAD TO THE NORTHINV. ELEV.= 4700.43'
STA. 10+61.56 (-11.00')
INSTALL 8"x8"x6" DI TEE
W/ MJ RESTRAINTS &
9 LF FH LEAD TO THE NORTH
INV. ELEV.= 4705.86'
STA. 11+51.06 (-10.97')
INSTALL 8" DIA. GATE VALVE &
VB W/ MJ RESTRAINTS
INV. ELEV.= 4705.45'
STA. 11+60.71 (-11.05')
INSTALL 8"x8"x8" DI TEE
W/ MJ RESTRAINTS
INV. ELEV.= 4705.42'
STA. 11+81.12 (-10.35')
INSTALL 8" DIA. GATE VALVE &
VB W/ MJ RESTRAINTS
INV. ELEV.= 4705.41'
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.= 4702.21STA. 11+73.328"Ø SDR 35 PVC PIPEINV. ELEV.= 4707.5618" MIN.SEPARATION6.5' MIN.BURY(TYP.)STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTST
STSTSTSTBLOCK 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
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S8''SS S 0+001+002+003+004+005+006+007+008+009+0010+0011+00
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+12.35' (38.00')SVC @ STA.10+43.45' (38.55')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''W8''W8''W 8''W 8''W
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HYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHY
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0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP WATER P&PSTA. 0+00 TO STA. 14+00AS NOTEDEXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄LOOP WATER P&PC3.1HEC Apr 15, 2021 - 6:46pmCAD 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 NOTEDBVSAW CUTEXISTINGASPHALT(TYP.)LOOPALIGNMENTALLEYALIGNMENTINSTALL 8" DI END CAPW/ MJ RESTRAINTSINSTALL 8" DI END CAPW/ MJ RESTRAINTSSTA. 2+77.90 (23.43')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4708.9STA. 10+61.56 (-20.00')INSTALL HYDRANTPER DET. 53/C3.10BURY LINE ELEV. = 4708.9