Laserfiche WebLink
Const. GENERAL NOTES <br /> I. Asphalt Concrete used for pavement repair shall <br /> Limits of Clear and Grubbing be placed in layers which do not exceed 0.50' <br /> 3' "11' + in compacted thickness. <br /> 11 <br /> Y . <br /> '22' Pavement Reinforcing Fabric 2. Placement of As halt Concrete Surfacing psDhall <br /> not <br /> pair as been in hpiluce°a°minimum of 36 vhours. <br /> Conform vat. Var. Var. _ / Conform <br /> / 3. Water Valve frames and covers will be adjusted <br /> L---- ——————— <br /> -- ----- 4\l� to grade <br /> isby Ccodornia Water Service Co. after <br /> 311( <br /> +12' — Sta. 0+12t to Ste. 2+8, 0.17' Asphalt Concrete Var. Depth Shoulder Backing <br /> '24' — Sta. 0+12t to Ste. 2+80f ExistingStructural Section (TYP•) 4. Asphalt Concrete (Misc. Areae) shall be eloped to <br /> drain to new S.D.ff. <br /> TYPICAL SECTION <br /> Del Mar Ave. to Walker Ln. 11 11' <br /> Sta. 0+12k to Ste. 11+80t <br /> l w � <br /> o t <br /> a a <br /> w c <br /> V w <br /> 0.17' A.C. <br /> c <br /> O T <br /> V a <br /> W <br /> 1 Z <br /> a °° g <br /> LL) a « + <br /> z Const. <br /> z a TYPICAL TRAFFIC <br /> '- <br /> p E.P. € r <br /> Q d E.P. aP c LANE AYOU <br /> V V W <br /> _ J <br /> N H y � Q <br /> N�� 3 <br /> i Q 2 10 --_ 11 N <br /> .9L 20' // <br /> E.P. E.P. gonst. IT S.D.1, / <br /> W (Refer to S.J.Co. Std. R lv D S.D.I. <br /> No. C-4) Salvage Frame & Grata <br /> 1 w Reset From & Grate '`� 10' LEGEND <br /> N Limns of Earthwork (Misc. Areas) <br /> Place 6 L.F. x 1Y0 R.C.P. p30' Asphal Concrete <br /> (Cl. Connect to existing pipe. ® (Misc. AroasS (10'x20') <br /> See General Note 4. <br /> BEGINNIN OF PROJECT END OF PROJECT *R = Conform to Existing Radii <br /> COUNTY OF SAN JOAOUIN NO SCALE rfPrAL PSECIXIN pitLANojECT MARSH STREET elseAND <br /> P IMI Mar Am to walker Lam 7 13 <br />