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W648 - W654
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W648 - W654
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Last modified
3/8/2016 3:38:56 PM
Creation date
1/22/2016 10:41:35 PM
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Template:
Improvement Plans
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Improvement Plans
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F�Fssi 1 <br /> NOTE: For complete R/W data, see R/W <br /> record maps of Public Works Office. ` �q <br /> No. 21258 <br /> P9T� CIVIL CAL1F0 <br /> OF <br /> Survey Curve Data <br /> =363.4072 <br /> A = IP <br /> T= 1 ,32.27' <br /> L= 3,577.78 0 <br /> � = 1. 30' 30 \� <br /> W <br /> Sta. 405+10 Clean existing 18" 0 x 53' <br /> Return Section . <br /> o Drainage Facility. cF' <br /> Sta. 424+59 End Double <br /> �° '� Thrie Beam Barrier. <br /> y X30 SIP <br /> Vwftftwft rin 0 <br /> 4 ' S u rvey E.P. <br /> 4OOOW <br /> E.P. <br /> e I <br /> - E.P. <br /> 410 - 4 Existing raised median to <br /> _ remain in place. <br /> 4 <br /> — Sta. 405+10—Existing Storm Drain E.P. Cable Anchor Crash Cushion <br /> Inlet to remain in place. Assembly, Sand Filled. <br /> Plan View not to Scale <br /> Gutter Grade -- <br /> 37 --- — —- —... - - <br /> - 37 <br /> -- -_ --- <br /> Ak <br /> 35Cd —_ — -- -- -- <br /> -. — — -- <br /> 35 <br /> 33 Existin Profile — _._. _ _ _ -- 33 <br /> E istin S.D.I. <br /> • rate Elev. 33.94.)--..--..- <br /> 31 <br /> 3.9 --31 - 31 <br /> 29 — — _— <br /> _. —. — 29 <br /> 27 <br /> SHEET GRAND <br /> -- — — - —.. _— - — — -- — -- TOTAL TOTAL Z <br /> Cu Exc. 3 0 0 0 0 0 0 0 0 2 1 0 1 3 2 0 0 0 0 0 0 1 12 212 w <br /> Yds. Emb. 5 7 8 9 4 4 11 14 11 5 4 7 4 2 4 9 10 7 6 4 2 1 137 639 Z <br /> z Station 4 405 6 7 8 9 410 11 12 13 14 415 16 17 18 19 420 21 22 23 24 425 26 27 28 29 430 31 04 J <br /> DRAWN By DATE <br /> B. Hong PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE WEST LANE MEDIAN BARRIER SHEET TOTAL o <br /> S�¢ o COUNTY OF SAN J OAQ U I N PLAN AND PROFILE PROJECT No. SHEETS m <br /> kjs/s�� o� U /9j gz*sdIlk, 0413 Eight Mile Rd. to Armstrong Rd. 5 7 <br /> FILE NAME DRAW R SHEET N0. ACAD <br /> ROM <br /> E:\WESTLN.\SHT.5 <br />
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