HomeMy WebLinkAboutC2.1 LOOP SEWER P&P_0816202146904700471047204730469047004710472047300+004705.24705.64699.071+004706.14699.774706.94700.832+004707.74708.53+004709.24709.64+004709.94710.15+004710.4
4710.66+004710.9
4711.17+004711.4
4711.68+004712.0
4712.39+004712.7
4713.110+004713.4
4713.811+004714.0
4713.712+004713.2
4712.913+004712.8
4712.114+008" Ø SDR35 PVC L=120.43' S=2.07%8" Ø SDR35 PVC L=43.83' S=-2.03%8" Ø SDR35 PVC L=91.81' S=-1.30%8" Ø SDR35 PVC L=51.76' S=-2.03%SSMH-3STA. 2+06.34 (-6.01' L)RIM ELEV = 4706.858"INV OUT = 4700.95SSMH-1STA. 0+54.98 (-7.14' L)RIM ELEV = 4705.038" INV IN = 4698.518"INV OUT = 4698.31
SSMH-9
STA. 10+48.90 (5.48' R)
RIM ELEV = 4713.24
8"INV OUT = 4706.05
SSMH-8
STA. 12+21.13 (5.49' R)
RIM ELEV = 4713.37
8"INV OUT = 4704.45
EXISTING MH-2STA. 3+86.10 (0.00' )RIM ELEV = 4705.378" INV IN = 4697.90 INSTALL 150 LF OF 8"Ø SDR 35PVC SEWER MAININSTALL 170 LF OF 8"Ø SDR 35PVC SEWER MAINSTA. (ALLEY)INV IN = 4699.90INV IN = 4699.90INV OUT = 4699.70SSMH-2STA. 1+50.59 (-6.01' L)RIM ELEV = 4706.16100+16.38
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
106+96.76STA. 0+67.5512"Ø A2000 PVC PIPEINV. ELEV.= 4702.57STA. 1+61.798" DIA. DI WATER PIPEINV. ELEV.= 4697.4318" MIN.SEPARATIONBLOCK 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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HYD 172°SVC @ STA.0+80.56' (38.00')SVC @ STA.1+22.95' (38.00')SVC @ STA.1+65.38' (38.00')SVC @ STA.1+96.29' (38.00')SVC @ STA.10+68.10' (38.00')SVC @ STA.11+02.10' (38.00')SVC @ STA.11+36.10' (38.00')SVC @ STA.11+80.10' (38.00')SVC @ STA.12+00.10' (38.00')0+001+002+003+004+005+006+007+008+009+0010+0011+00
12+00
13+00SSMH-7SSMH-2SSMH-8SSMH-9SSMH-1SSMH-30'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP SEWER P&PSTA. 0+00 TO STA. 14+00AS NOTEDFINISHED GRND. ELEV. @ ℄
PIPE INVERT ELEV. @ ℄LOOP SEWER P&PC2.1HEC Aug 16, 2021 - 3:26pmCAD 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 NOTEDBVDRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSLOOPALIGNMENTROAD AEXISTING SSWRSERVICE TO LOT 2C