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W712 - W720
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W712 - W720
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Last modified
3/8/2016 3:38:57 PM
Creation date
1/22/2016 10:44:43 PM
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Improvement Plans
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Roadway Reconstruction <br /> R.&D. 6 L.F. Exist. CG&S <br /> Place 6 L.F. CG&S Const. & R/W <br /> • 60' <br /> R/W R.&D. 10 L.F. Exist CG&S <br /> R/W <br /> Place 10 L.F. CG&S' 50' R.&D. 20 L.F. Exist. CG&S <br /> +61 (Lt) R.&D. 10 L.F. Exist. CG&S <br /> Place 20 L.F. CG&S Place 10 L.F. CG&S <br /> RAW <br /> Conform r--R.&D. 18 L.F. Exist. CG&S • Conform <br /> Place L.F. CG&S <br /> R.&D. 18 L.F. Exist. CG&S with <br /> 18 i + L <br /> Conform—nf a rm Handicap Romp R.&D. 6 xist. CG&S RAW /—R*&D* 18 L.F. Exist.6G&S <br /> Co <br /> t I <br /> -/ +55 (Lt) <br /> Conform <br /> OF.12 R.&D. 18 L.F. CG&S 1 +51 (Lt) Place 18 L.F. CG&S <br /> I W with Handicap Ramp� <br /> Sta. 5+46 15' Lt. "0 Sta 6+27 - 15' Lt. R & D 12 L.F. Exist. CG&S Place 18 L.F. CG&S <br /> Place 18 L.F. CG&S ■ Place 6 L.F. CG&S 101! Conform <br /> R.&D. 9 L.F. Exist. CG&S <br /> Conform <br /> Place 9 L.F. CG&S Place 18" Dia. Storm FO-1-2 Pla c*e 18" Dia. Storm Place 12 L.F. CG&S with Handicap Ramp St 10+20 <br /> Drain Inlet Drain Inlet m <br /> --------- Conform <br /> R.&D. 18 LFCG&S <br /> E Place 18 L F. CG&S 00 E 0 "1 E LLJ 0) E 01 E E E <br /> B R.&D. Exist. SDI E I <br /> a :D LO r- C14 <br /> + 0 <br /> 0 0 0 + 0 0 <br /> 0 0 0 0 with Handicap Ramp + 0 + + BM Eley. 99.72' 1 + 0 + + 0 <br /> I Lo <br /> C r, U z to c c r z C C C C <br /> co to C R/W R/W C C (Chesled El" S/W Car. RAW <br /> + 0 + 0 + 0 0 0 0 Lij 0 0 0 0 <br /> 0 0 0 + Webster Ave.11I Ave.) <br /> 0 .... .. .. .. 0 0 <br /> E E E <br /> + > C) Q U 0 <br /> +38 �Conform < <br /> LLJ 20' <br /> 18, <br /> �5' 5 <br /> 5 5 5 <br /> V) <br /> R.&D. 12 L.F. Exist CG&S 0 V) <br /> W 'u-) Place 12 L.F. CG&S R.&D. 12 L.F. Exist CG&S 10 W <br /> LJ Place 12 L.F. CG&S Lul <br /> V) R.&D. Exist. SDI (n <br /> Ld LU <br /> Z -H z <br /> 16 7 9 10 <br /> 2"G 8 <br /> WV <br /> - - — — — —12"W— — — — — — — — — — — — — — — — — — — — <br /> 0 _ 1— — — — — — — — — — — — — — — — — — — r— 12"W <br /> 5, z V <br /> 18' - <br /> I-- - ------ -- <br /> E .................... z <br /> - - -- - - - - -- - --- -- -- - ------- -- ------ - - -- - - < <br /> R.&D. Exist SDI E E E <br /> R.&D. Exist. SDI I E E <br /> 1 10 1 <br /> R/A___� 1 0 Sta. 1+34 R/W 0 R/W 0 0 0 <br /> Place 12 L.F. CG&S R.&D. 12 L.F. Exist CG&S 00 . (D I c) <br /> C C C P*j C C C <br /> 12 L.F. Exist CG&S Place 12 L.F. CG&S 0 rn 0 0 Ica 0 0) 0 0 0 <br /> I + + <br /> + + + <br /> P <br /> Sta. 5+46 - 15' Rt. R.&D. 37 L.F. Exist. CG&S <br /> Sta. 6+27 - 15' Rt. <br /> I I <br /> Place 18" Dia. Storm Place 18" Dia. Storm Place 37 L.F. CG&S CR Y <br /> R.&D. 18 L.F. Exist. CG&S Conform B <br /> Drain Inlet Drain Inlet and 30 L.F. with Handicap Romp <br /> Place 18 L.F. CG&S <br /> R.&D. 40 L.F. Exist. CG&S <br /> and 28 L.F. of 18" Dia. of 18" Dia. Alt. Storm &S Place 40 L.F. CG&S <br /> 00 Alt. Storm Drain Pipe. Drain Pipe. R.&D. 43 L.F. Exist. CG <br /> Place 43 L.F. CG&S <br /> R.&D. 18 L.F. Exist. CG&S Z R.&D. 18 L.F. Exist. CG&S R.&D. 37 L.F. Exist. CG&S <br /> Place 18 L.F. CG&S <br /> Place 18 L.F. CG&S Place 37 L.F. CG&S <br /> 0 <br /> I-- with Handicap Romp <br /> with Handicap Ramp with Handicap Romp <br /> LLJ <br /> Refer to page 7 for <br /> Z <br /> additional Intersection Details. <br /> Conform RAW <br /> SCALE: 1 20' <br /> ` T� I I <br /> Refer to page 7 for <br /> additional Intersection Details. <br /> U.S.G.S. DATUM <br /> 104 <br /> 104 <br /> 00 <br /> 0) <br /> 0 <br /> 0) U) Finished Const. <br /> 102 00 CY) M <br /> 102 <br /> L. <br /> 00 .. .. .. .. .. 06 <br /> Existing profile <br /> LO <br /> LO +1 <br /> 100 (6 100 <br /> (0 (a - - -- - - - - - - -— - - - - - - <br /> M . I ". .. I � . . 04 — — — — — ---- <br /> + <br /> - - - - - - - - - - - - - — - - - - - - - - - -- + - — - - - - - - - - - - - - - - - - - - - - - - - -0.40% - - — - <br /> -0.50% - - - - - - - - - - <br /> - - - - -- - - - - - - <br /> -- <br /> - - — - - - - - - - <br /> - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - +0.38 . <br /> -0.50% +0.27% -0-38% T- <br /> ---------- <br /> 7 777� <br /> 98 98 <br /> Existing Gutter Grade Left <br /> Existing Gutter Grade Left Existing Gutter Grade Right Existing Gutter Grade Left Existing Gutter Grade Right <br /> Existing Gutter Grade Right <br /> 96 96 <br /> 94 94 <br /> Horiz. 1 20' <br /> SCALE: <br /> Vert. 1 2' <br /> 92 <br /> 92 <br /> EXC. <br /> EMB. <br /> STA. 5 6 7 8 9 10 <br /> R Conform <br /> 0 <br /> &D- <br /> P ce <br /> w t h Handicap In form L.F.F. CG&S <br /> 8 L <br /> 18 L.F CG&S <br /> Ra <br /> G&S <br /> /RD 6 L.F.L F.CEx R/W <br /> Place 6 L.F.L. G� <br /> &S Sta. <br /> Place <br /> Drain <br /> E <br /> 0 0 + 0 0 <br /> to 0 <br /> r r <br /> c ' W r- <br /> andicG� MID <br /> + 0 Lj .0 0 0 0 <br /> )Conform <br /> CG&S_ <br /> 5 <br /> Z <br /> CG&S <br /> S&S <br /> &S <br /> - "' Rt. <br /> 'i.. Star. <br /> Di.. <br /> W Rip <br /> Drain I <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> I 1 0 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> Ail. yc�� 210 0 vwaWG�i (Alpine Avenue to North End) 4 Lj <br /> ] <br /> FILE NAME DRAWER SHEET N0. 1 ACAD REVISIONS DATE <br /> rofile.dwg e:\project\webster\profiIe <br />
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