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10' <br /> Var. A.C. Overlay Roadway Reconstruction — <br /> 5'■ <br /> No <br /> No <br /> Ii Const. & R/W Sta. 2+85 - 43' Lt. <br /> Place 18" Dia. Storm <br /> 0 <br /> C Drain Inlet <br /> C <br /> 0 <br /> U <br /> c <br /> Sta. 0+80 Existing Telephone Box to be <br /> tO '� Place Minor Sta. 1+10 relocated by others. <br /> N + <br /> + o Concrete Place Minor H R W R W <br /> o Exist. Fire Hydrant (Walkway) Concrete c <br /> o to remain in place. Drivewa Sta. 1 +82 ( I R.&D. 18 L.F. Exist. CG&S <br /> N ( y) Place Minor R.&D. existing S.D.I. Place 18 L.F. CG&S <br /> to Refer to General Note I, I with Handicap <br /> Place 288 L.F. Concrete ( pRomp. <br /> No. 11 sheet 2) o �. <br /> Conform IBCR '3", CG&S - includes 2 (Driveway) o Conform ECR R.&.D. 12 L.F. Exist. CG&S <br /> 4'1 Conform <br /> M ; Place 12 L.F. CG&S <br /> Handicap Ramps �-------- v ! <br /> Sta. 2+21 LO 0o R=31.50' <br /> Place Minor t of (Typ')' R W E <br /> R.&D. 288 L.F. 20' Concrete R W N c V �� + `o + w <br /> W o 20' Exist. CG&S (Walkway) o I Z I - Sta. 4+40 to <br /> 0 c <br /> Z l) % 4' 4' <br /> > -- -- I --- - k - w <br /> 1 ' <br /> Q 3 ;✓ <br /> 5' i <br /> W �� ` ' +I o o Ln c7 +I <br /> / f oo — In <br /> i <br /> Z �•/ ° + 0.00 + + N (o 'n W <br /> M M. <br /> W <br /> / '4z l ;< W <br /> Q Q '�� +I Povemeni Planing 0 �1 \:X , `N 3 4 -H Z <br /> �<' < x Flo <br /> r 0.00 — �v— — — — — —2"G — — — — — — — — — — — <br /> 1 <br /> — +12'.W— — — — — — — — — — —12.'W — — — — — — — — — _ <br /> 1.l <br /> Ago [SEEM4 8 —_ � � �� g' 5' 20 - 5Q <br /> { 6' <br /> d . iA r, <br /> Cq.... `. . ............... ......... ............. W <br /> 11.5' 3 ._- <br /> a M 20 Exist. Water Meters m 0 £ Lo . M E E �+ '+ E E : E <br /> W and Boxes to be J $ + M o o `o o o <br /> LEGEND: °0 RAW <br /> adjusted to rade U o (n c) U Lna r- <br /> (A L) + c� + 0 <br /> + by Others (Cal Water) N W �i U <br /> 0 <br /> Sta. 0+67 0 <br /> Minor Concrete __ _ _ ._ _ - N 11 <br /> R.&.D. 20 L.F. Exist. CG&S <br /> 4'! o Place Minor R.&D. 288 L.F. o Conform ECR Place 20 L.F. CG&S <br /> Variable Depth Asphalt Concrete Overlay I Conform I BCR 3 W Concrete „ R.&.D. 6 L.F. Exist. CG&S <br /> Exist. C&G Sta. 2+85 - 43' Rt. <br /> 0.08 Depth of Asphalt Concrete Pavement Planing <br /> (Walkway) Place 6 L.F. CG&S <br /> 0 p p 9 R.&.D. 45 L.F. Exist. CG&S <br /> ■ Limits of Asphalt Concrete Pavement Planing I I Place 18" Dia. Storm I I RAW Place 45 L.F. CG&S <br /> 80' — Sta. 0+67 Exist. Water Meters Place 288 L.F. Sta. 1 +95 Drain Inlet and 86 L.F. <br /> 11 Exist. Utility Pole Place Minor and Boxes to be CG&S - includes 2 Place Minor of 18'0 Alt. <br /> Storm Drain Pipe. R.&D. 18 L.F. Exist. CG&S <br /> i I Exist. Gas Valve Concrete adjusted to grade Handicap Ramps Concrete p I I Place 18 L.F. CG&S <br /> WV Exist. Water Valve (Driveway) by others (Cal Water) (Driveway) .. 50' with Handicap Ramp <br /> Exist. Water Meter Box <br /> Exist. Fire Hydrant Refer to page 7 for <br /> Exist. Telephone Box BEGINNING OF PROJECT Exist. Maintenance Hole to be P g <br /> adjusted to finish grade (Typ). additional Intersection Details. <br /> - Exist. Fence Sta. 1 +58 <br /> 0 Exist. 18"0 SDI <br /> s 18"0 SDI to be installed <br /> Benchmark <br /> «�) Exist. Maintenance Hole (Sanitary Sewer) SCALE: 1 = 20' <br /> U.S.G.S. DATUM <br /> 104 co 0 104 <br /> o . <br /> Finished Const. ! S <br /> v c <br /> d w a <br /> W I v <br /> 102 I w W 102 <br /> LO <br /> tV <br /> o N Existing �', profile �, LO <br /> Lip Grade Right + � '. <br /> - - - - -o.t0% Lip Grade Left N + ' <br /> 100 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ 0.2�7� - - - — — <br /> — — 100 <br /> - - - - - - - - - - - - - - - - - - - - - <br /> __ . <br /> u7 00 -0.10% .— <br /> L0 cD <br /> rn rn u7 a; <br /> 98 rn Existing Gutter Grade Left Existing Gutter Grade Right rn rn 98 <br /> a' c Existing Gutter Grade Right <br /> J J Existing Gutter Grade Left <br /> N N <br /> 96 0 ° o v 96 <br /> 94 94 <br /> SCALE: Horiz. 1 " = 20' <br /> Vert. 1 " = 2' <br /> 92 92 <br /> EXC. <br /> EMB. <br /> STA. 0 1 2 3 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> �. aff. Yum210 0 >130166 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> �llr ' '�o (Alpine Avenue to North End) 3 9 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS I DATE <br /> profile.dwg e:\project\webster\profile <br />