HomeMy WebLinkAboutC4.1 LOOP STORM P&P_0416202146904700471047204730469047004710472047302.96%-3.04%0.67%1.61%3.00%-3.00%-0.01%-1.47%0.50%0.72%-1.01%4704.30+004703.84705.224703.84705.551+004705.84706.124707.04706.932+004708.44707.744709.44708.543+004709.94709.214710.44709.604+004710.74709.854711.3
4710.105+004711.1
4710.35
4710.6
4710.606+004710.1
4710.85
4710.1
4711.117+004710.1
4711.36
4710.3
4711.648+004710.6
4711.97
4710.8
4712.339+004711.4
4712.69
4712.5
4713.0510+004712.8
4713.41
4713.4
4713.7711+004713.1
4713.97
4713.0
4713.7412+004712.6
4713.24
4710.8
4712.9213+004711.6
4712.78
4712.1
4712.1314+00SDI-106 - 48" CIRC SDISTA. 0+68.25 (-15.82' L)FLOWLINE ELEV = 4704.7812" INV IN = 4702.1215"INV OUT = 4702.3215"INV OUT = 4702.3515" A-2000 PVC L=183.82' S=-0.80%SDI-104 - 48" CIRC SDISTA. 2+55.63 (-15.43' L)FLOWLINE ELEV = 4707.3115" INV IN = 4703.7815"INV OUT = 4703.7615" A-2000 PVC L=173.43' S=-0.91%MH-100 - 36" MANHOLESTA. 4+59.10 (7.29' R)FLOWLINE ELEV = 4709.6815" INV IN = 4705.3315" INV IN = 4705.32
15" A-2000 PVC L=250.14' S=0.51%SDI-103 - 24" X 36" RECT SDI
STA. 7+15.65 (-15.76' L)
FLOWLINE ELEV = 4710.63
12" INV IN = 4706.60
15"INV OUT = 4706.60
SDI-100 - 48" CIRC SDI
STA. 12+68.37 (15.43' R)
FLOWLINE ELEV = 4712.53
12"INV OUT = 4710.07 BLOCK 2BLOCK 3BLOCK 1
BLOCK
4
LOT 1 LOT 2 LOT 3 LOT 4LOT 4
LO
T
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
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 S
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 12"A-2000 PVCL=27.01' S=0.65%0+001+002+003+004+005+006+007+008+009+0010+0011+00
12+00
13+00
14+00
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSTST
STSTSTSTST471547104710471047054705SDI-105 - 24" X 36" RECT SDISTA. 0+66.88 (15.16' R)RIM ELEV = 4704.83S 12" DIA. INV OUT = 4702.30SDI-102 - 24" X 36" RECT SDISTA. 7+16.40 (15.78' R)RIM ELEV = 4710.63NE 12" DIA. INV OUT = 4706.8012"A-2000 PVCL=29.55' S=0.68%0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.LOOP STORM P&PSTA. 0+00 TO STA. 14+00HEC Apr 15, 2021 - 6:47pmCAD FILE: M:\193211\Drawings\Construction Drawings\C4.1 STORM 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 NOTEDBVEXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄LOOP STORM P&PC4.1CONNECT TOEXISTING 12" ØA-2000 PVCCONNECT TOEXISTING 12" ØA-2000 PVCLOOPALIGNMENTDRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSROAD SLOPE / FLOWDIRECTION (TYP.)