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1 <br /> Roadway Reconstruction <br /> 50' Const. & R/W <br /> ' Conform <br /> 78' (Lt) <br /> R/W <br /> R/W� R.&D. 28 L.F. Exist. CG&S BM Elev. = 100.77' <br /> Place 28 L.F. CG&S <br /> a. <br /> (Ches/ed "0" N/W Cor. <br /> Webster Ave./De/ Rio Ave.) <br /> R.&D. 32 L.F. Exist. CG&S s R.&D. 29 L.F. Exist. CG&S R/W <br /> Place 32 L.F. CG&S Place 29 L.F. CG&S <br /> 50' (Lt) , R.&D. 28 L.F. Exist. CG&S p, R.&D. 28 L.F. Exist. CG&S <br /> with Handicap Ramp �� with Handicap Ramp Place 28 L.F. CG&S I " Place 28 L.F. CG&S <br /> Conform �' Conform Confbrhri w o <br /> with Handicap Ram t with Handicap Ram w <br /> R.&D. Exist. SDI W N I U <br /> P P �y N G P P <br /> _ <br /> Sta. 16+99 - 15' Lt. Z Z I PlaceSta 18" Dia. Storm <br /> t <br /> �� L Sta. 19+79 - 16' Lt. <br /> ' ,' W Sta. 17+75 - 16' Lt. <br /> Place 18" Dia. Storm <br /> W Drain Inlet. <br /> Place 18" Dia. Storm Dai et <br /> Place 18 Dia. Storm R/W Drain Inlet. ,� Sta. 21 +57 + <br /> M Drain Inlet. I Q .� Drain Inlet. , �� Sta. 18+77 s <br /> h <br /> e <br /> W <br /> w n - - - - - - I - - — - -�I - - - - - - - -6"W— - - - - - - - - - - - -L - - - - - - — - - - - - - - — <br /> — 8"W — — <br /> N M R.&D. Exist. SDI I I R.&D. Exist. SDI I R.&D. Exist. SDI <br /> z -H 17 <br /> 0 a 18 19 20 - -21 - 2"Gof <br /> = PO <br /> m N I 1 R.&D. Exist. SDI <br /> _-- - -- I - - <br /> R.&D. Exist.'. _SDI ( Q o f <br /> Sta. 16+99 - 15' Rt. 'n w ... , - m I Q - <br /> � o / <br /> Place 18" Dia. Storm M Sta. 17+75 - 16' Rt. R W _ E M Sta. 20+54 - 16' Rt. R/W <br /> Place 18" Dia. Storm <br /> Drain Inlet. and 30 L.F. Ld + Sta. 19+79 16' Rt. ° \ J <br /> of 18" Dia. Alt. Storm Q r, E Place 18" Dia. Storm Place 18" Dia. Storm c �p Drain Inlet. and 32 L.F. <br /> Drain Pipe. I o Drain Inlet. and 32 L.F. Drain Inlet. and 32 L.F. I; of 18" Dia. Alt. Storm <br /> o C of 18" Dia. Alt. Storm of 18" Dia. Alt. Storm Drain Pipe. <br /> Conform C I N i� Drain Pipe. Drain Pipe. R.&D. Exist. SDI I Conform,) <br /> R.&D. 31 L.F. Exist. CG&S I' R.&D. 30 L.F. Exist. CG&S <br /> Place 31 L.F. CG&S I Place 30 L.F. CG&S <br /> R.&D. Exist. SDI with Handicap Ram with Handicap Ramp <br /> I, <br /> R/W <br /> / <br /> Refer to page 8 for END OF PROJECT <br /> R.&D. 32 L.F. Exist. CG&S Refer to page 8 for R.&D. 52 L.F. Exist. CG&S additional Intersection Details. <br /> Place 32 L.F. CG&S Place 52 L.F. CG&S <br /> with Handicap Ramp additional Intersection Details. with Handicap Ramp <br /> SCALE: 1 " = 20' <br /> U.S.G.S. DATUM 00 <br /> 104 0 <br /> 0 104 <br /> co <br /> ur) O > O <br /> a>i <br /> Finished Const. <br /> o <br /> LO <br /> 102 rn w rn w <br /> o w 102 <br /> a; <br /> n - <br /> + + . . <br /> - 00w <br /> w LO <br /> I Existing profile + +0.31.% -0.17% <br /> I - - - - - - — - - - - — — — — — <br /> ++0_49% - - - - - - - <br /> Mu� _0.177 — ---- <br /> 100 - - - - — — <br /> _ +_ _ - - - - — + - - — - - - - - - - - �.��.� _ — — — 100 <br /> _0.107 +0.347 -0.11.7 X!�Existing Gutter Grade Right <br /> �- -- <br /> Existing Gutter Grade Right Existing Gutter Grade Right Exstin g Gutter Grade Left <br /> 98 98 <br /> Existing Gutter Grade Left :Existing Gutter Grade', Left <br /> 96 96 <br /> 94 94 <br /> SCALE: Horiz. 1 " = 20' <br /> Vert. 1 " = 2' <br /> 92 92 <br /> EXC. <br /> EMB. <br /> STA. 17 18 19 20 21 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> s 3 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> s�o�a (Alpine Avenue to North End) 6 9 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> profile.dwg e:\project\webster\profile <br /> I <br />