HomeMy WebLinkAboutC5.1 LOOP ROADS P&P_04162021℄ VAQUERO
PARKWAY
℄ VAQUEROPARKWAY469047004710 47204730469047004710472047302.96%-3.04%0.67%1.61%3.00%-3.00%-0.01%-1.47%0.50%0.72%-1.01%PVI STA: 1+24.95PVI ELEV: 4705.72K: 53.01LVC: 50.00BVCS: 0+99.95BVCE: 4705.55EVCS: 1+49.95EVCE: 4706.12
PVI STA: 7+98.73PVI ELEV: 4711.60K: 456.17LVC: 100.00BVCS: 7+48.73
BVCE: 4711.35
EVCS: 8+48.73
EVCE: 4711.96 PVI STA: 3+49.91PVI ELEV: 4709.35K: 89.90LVC: 100.00BVCS: 2+99.91BVCE: 4708.54EVCS: 3+99.91EVCE: 4709.60
PVI STA: 11+57.08PVI ELEV: 4714.18K: 57.69LVC: 100.00BVCS: 11+07.08
BVCE: 4713.82
EVCS: 12+07.08
EVCE: 4713.68
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+00STA = 12+95.46ELEV = 4712.78END LOOP
STATION 12+70
BEGIN LOOPSTATION 0+57℄ ALLEYSTATION 1+52.88
℄ ALLEY
STATION 11+62.99STA = 12+30.04ELEV = 4713.43STA = 0+33.05ELEV = 4705.10STA = 0+17.54ELEV = 4705.57STA = 13+10.96ELEV = 4713.25STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTST
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10
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LO
T
9
LO
T
7
LO
T
15
LO
T
11
LO
T
16
LO
T
12
LO
T
13
LO
T
14
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LO
T
8
LO
T
15
LO
T
13
LOT 3
LO
T
11
LO
T
18
LOT 4
LO
T
5
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17
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6
LO
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LO
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4
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1
LO
T
5
LO
T
9
LO
T
12
LO
T
7
LO
T
8
LO
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10
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VAQUERO PARKWAYSTSTSTSTSTST0+001+002+003+004+005+006+007+008+009+0010+0011+00
12+00
13+00100+00101+00102+00103+00104+00105+00106+00107+00107+13ALIGNMENT=LOOP TO TSCHACHESTATION=1+52.63OFFSET=0.00NORTHING=532246.09EASTING=1562548.94ALIGNMENT=ALLEYSTATION=100+16.65OFFSET=0.00NORTHING=532246.09EASTING=1562548.94ALIGNMENT=LOOP TO TSCHACHESTATION=11+66.53OFFSET=0.00NORTHING=531655.93EASTING=1562833.94ALIGNMENT=ALLEYSTATION=106+96.49OFFSET=0.00NORTHING=531655.93EASTING=1562833.940'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'LOOP ROADS P&PSTA. 0+00 TO STA. 14+00HEC Apr 15, 2021 - 6:48pmCAD FILE: M:\193211\Drawings\Construction Drawings\C5.1 ROADS 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 NOTEDBVAS NOTEDSAJEXISTING GRND. ELEV. @ ℄
FINISHED GRND. ELEV. @ ℄LOOP ROADS P&PC5.1DRY UTILITY CONDUITS (TYP.)INSTALL PER NWE STANDARDSLOOPALIGNMENTALLEYALIGNMENTBEGIN LOOPSTATION 0+57END LOOPSTATION 12+70