HomeMy WebLinkAboutC5.2 ALLEY ROADS P&P_0416202146904700471047204730469047004710472047300.50%2.11%3.19%-2.76%4.34%1.22%PVI STA: 104+15.00PVI ELEV: 4709.20K: 62.18LVC: 100.00BVCS: 103+65.00
BVCE: 4708.95
EVCS: 104+65.00
EVCE: 4710.25 PVI STA: 101+75.00PVI ELEV: 4708.00K: 139.32LVC: 100.00BVCS: 101+25.00BVCE: 4707.39
EVCS: 102+25.00
EVCE: 4708.25
PVI STA: 105+99.98PVI ELEV: 4713.10K: 191.94LVC: 100.00BVCS: 105+49.98
BVCE: 4712.05
EVCS: 106+49.98
EVCE: 4713.8999+004705.7100+004706.14706.484706.84707.09101+004707.5
4707.67
4708.0
4708.10102+004708.5
4708.38
4707.8
4708.62103+004708.4
4708.88
4708.9
4709.22104+004708.9
4709.96
4710.0
4710.99105+004711.2
4712.05
4712.4
4713.03106+004712.5
4713.89
4713.0
4713.84107+00108+00℄ LOOP
STATION 106+96.49
℄ LOOPSTATION 100+16.65STA = 100+32.29ELEV = 4705.89STA = 106+80.97ELEV = 4713.11STA = 100+16.65ELEV = 4706.17STA = 106+96.49ELEV = 4713.42STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTST
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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'ALLEY ROADS P&PSTA. 99+00 TO STA. 108+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. @ ℄ALLEY ROADS P&PC5.2LOOPALIGNMENTALLEYALIGNMENTBEGIN ALLEYSTATION 100+32.39END LOOPSTATION 12+70END ALLEYSTATION 106+80.97