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R/W <br />5'f <br />Conform <br />08' A.C. <br />Variable <br />32'-40' <br />12' <br />Const. <br />' Limits of Clearing and Grubbing, Earthwork <br />I <br />Variable Variable <br />12 4'-19' 10'-36' <br />I <br />VC _Var. <br />\ \ <br />Existing Curb, %� 5 SAGKS GONGRETE <br />Gutter & Sidewalk - <br />Refer to Place Type "C" Curbs <br />Planing Detail, on new surfacing. <br />Sheet 5. See S.J.Co. Std. R-7 <br />for details. <br />Existing Roadway <br />R/W <br />Const. <br />Var. <br />*0.10' Asphalt <br />Concrete Overlay <br />Variable <br />50'-63' <br />�AL SECTION <br />Sta. 105+50 to Sta. 115+75 <br />Limits of Clearing & Grubbing <br />Variable <br />11' 4'-11' <br />Variable <br />1.2' Rt.- <br />6 <br />�t Var_ _Var. _Var. <br />_1 - __ __-- <br />Refer to Planing <br />Detail, Sheet 5 <br />Existing Roadway <br />Place Type "C Curbs. <br />on new surfacing. <br />See S.J.Co. Std. R-7 <br />for details. <br />R/W <br />- VC <br />0.5' <br />Confc <br />Curb, Gutter & Sidewc <br />See S.J. Co. Std. R <br />12' <br />40' <br />j Var._ <br />5 SACKS L <br />CONCRETE 0.10' Asphalt <br />Concrete Overlay <br />TYPICAL SECTION <br />Sta. 116+90 to Sta. 120+30 <br />I <br />/Existing Curb, <br />Gutter & <br />Sidewalk (Typ.) <br />:J;� vriv 01 <br />�n.� <br />JE t ;TIED <br />F'f�c.;J�.(,r ENGINEER <br />DAIL <br />JA:T'_SHEET <br />D <br />su 9S <br />TYPICAL SECTIONS <br />w,oa air � <br />Z <br />ct 5 <br />a. <br />`�2 q5 <br />IL N E <br />DRAWER <br />SHEET N0. <br />�. <br />ACAD <br />�j�e <br />p <br />4� <br />c.�data\alpine\sheet2a <br />Const. <br />ay <br />Variable <br />0'-34.5' <br />4' <br />A.C. Gutter <br />Grade <br />*Var. <br />GENERAL NOTES <br />1. California Water Service Company will adjust water valve frames and covers after completion <br />R/W of the resurfacing project. <br />- 2. Existing trees to remain in place unless otherwise noted on plans. <br />3. The Contractor shall conduct the A.C. Planing operation in a manner as not to damage <br />the Traffic Signal Loop detectors. <br />5' 4. Observation Monitoring Well at Sta. 115+60 (Lt.) will be relocated by others. <br />5. Wherever new concrete, curb, gutter and Sidewalk or driveways are to conform to existing <br />1, concrete, the existing concrete shall be saw cut to form a neat and straight conform line. <br />Conform - Refer to S.J,Co. Std. R-9 for Curb Transition Details. <br />Const. <br />V or . R/W <br />- A.C. Dike Type "A" High Dike. <br />Refer to Std. Plan RSP -A87. <br />Var. 0.80'- 0.65' <br />Sta. 105+50 to Sta. 115+75 (Rt.) <br />0.95' Asphalt Refer to Plan and Profile, Sheet 3 for details. <br />Concrete <br />Sta. 105+50 to Sta. 108+50: 5% Slope <br />Sta. 108+50 to Sta. 115+40: 8% Slope <br />* Asphalt Concrete Overlay shall extend <br />through West Lane Intersection. <br />DESIGN DESIGNATION <br />(20 Year - 2015) <br />A.D.T. = 23,000 D = 55% <br />D.H.V. = 2,300 T = 2% <br />V = 40 M.P.H. <br />Const. <br />Limits of Clearing <br />and Grubbing, Earthwork <br />�- Var. 4' 7'- <br />29'-33 <br />I <br />8% <br />SHOULDER DETAIL <br />Sta. 105+50 to Sta. 107+00 (Rt.) <br />Const. <br />Limits of Clearing <br />and Grubbing, Earthwork <br />I <br />Var. Var. <br />33'-45.5' 6'-8' <br />5' <br />Conform <br />Conform <br />Earth Gutter Grade <br />Curb & Gutter (Type "A' ). Exact Gutter Grade to be <br />SECTION A — A SHOULDER DETAIL See S.J. Co. Std. R-6 for details. SECTION D — D determined by the Engineer. <br />Sta. 107+15 to Sta. 108+82 (Lt.) <br />Sta. 107+00 to Sta. 108+50 (Rt.) Sta. 116+80 to Sta. 117+94 (Rt.) <br />Var. <br />1.5'-8 <br />C <br />Conform <br />Limits of Clearing and Grubbing, Earthwork <br />Variable <br />-6" 1'-6' Var.�I -a <br />A.C. Misc. Areas <br />(Type 1) <br />.95' Asphalt <br />oncrete <br />Curb, Gutter & Sidewalk (Type "A'). SECTION B - B <br />See S.J. Co. Std. R-6 for details. <br />Sta. 114+55 to Sta. 115+80 (Lt.) <br />Existing sidewalk shall be <br />saw cut at Conform Point <br />of new Curb & Gutter. i <br />i <br />Existing Sidewalk <br />to remain in place. <br />, <br />_._ <br />Curb & Gutter (Type "A'). Exact Gutter Grade to be <br />See S.J. Co. Std. R-6 for details. SECTION C — C determined by the Engineer. <br />Sta. 116+71 to Sta. 118+69 (Lt.) <br />Existing <br />Roadway <br />Const. <br />- Limits of Clearing & Grubbing <br />5'----- 31.8' <br />I <br />Variable <br />1'-1.5' <br />A.C. Misc. Areas <br />(Type 1) <br />0.95' Asphalt <br />Concrete <br />Existing <br />Roadway <br />Existing sidewalk shall be <br />saw cut at Conform Point <br />of new Curb & Gutter. i <br />i <br />Existing Sidewalk <br />to remain in place. <br />Const. <br />- Limits of Clearing & Grubbing ' <br />.5'— <br />Variable' <br />l'-2.5' <br />A.C. Misc. Areas <br />(Type 1) Existing �Y <br />0.95' Asphalt Roadway I 9 <br />Concrete <br />V0r= j <br />C CKED <br />DATE <br />JE t ;TIED <br />li, f':_ <br />-'PrU :i? <br />JA:T'_SHEET <br />COUNTY OF SAN JOAQUIN <br />TYPICAL SECTIONS <br />ALPINE AVENUE WIDENING <br />Union Pacific Railroad to Southern Pacific Railroad <br />NO. <br />I TO <br />SHEETS <br />525/Swrl,¢s' <br />�. <br />��/qs— <br />SCALE: None <br />2 <br />9 <br />