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GENERAL NOTES <br /> 1. The Asphalt Concrete (0.17' resurfacing) shall be placed in <br /> Limits of Clearing and Grubbing one (1) layer with pavement reinforcing fabric placed on existing <br /> 64'-108' or prepared surface. <br /> 8' 24' 0'-17' 24' B' 2 placementAll nt of Asphalt Concretecir must be �pleted 24 hours prior to <br /> (2 - 12' lama) Median - Tum Lane (2 - 12' Lanes) <br /> 7F � 3. Shoulder Barking Material at all intersection radii without Dikes shall ' <br /> 2'-4' Pavemw,t Reinfordrg Fabric I Pave"xim Reinto2ina Fabric 2--4-1 be blended with the top 6" of native soil material as directed by <br /> the Engineer. Payment for blending shall be considered as included <br /> in the contract unit price paid for Shoulder Backing. <br /> Conform 4. All earthwork (except for final lift of shoulder backing) shall be <br /> Conform vat. Var. Vor. Var. Var. far completed prior to placing final layer of asphalt concrete. No <br /> Shoulder Backing Material shall be deposited or drifted on the <br /> final lift of asphalt concrete surfacing. <br /> 5. The contractor shall conduct the Shoulder Backing operations so <br /> I as not to disturb or obstruct any existing drainage. <br /> Variable-Depth 0.17' Asphalt Concrete Overlay 6. Advance Surface Preparation of existing surface shall consist of <br /> Shoulder Backing (Typ.) crack sealing crocks 1.5" or less, and skin patch cracks greater <br /> See Shoulder Schedule & Details (Page 3) Existing Roadway than 1.5". Advance Surface Preparation of existing surface shalt <br /> 3 be as directed by the Engineer. Advance Surface Preparation to <br /> Stu. 00+00 to Sta. 66+38 be performed shall be paid by the Supplemental Work Item. <br /> (108'1 Maximum Width at French Camp Roaddd,,, Intor�ec ion 7. Planing of Asphalt concrete pavement shall be adjusted to avoid <br /> v S^ f r-, existing loop detectors at the intersections of Hospital Road and <br /> French Camp Road. (The contractor shall field verify loop detector <br /> $ ,.,.. ,. <br /> locations prior to planing.) <br /> - 8. The contractor shall obtain an Encroachment Permit from CalTrans <br /> - - --- - and a "no fee" Encroachment Permit from City of Stockton for the <br /> o ©1/03rG{7 _ __ . _--- work in their jurisdictions. <br /> m � 9. UtilityFrames and Covers shall be adjusted to <br /> 1 grade by others <br /> after the resurfacing project is complete. <br /> 10. Hand grinding of asphalt concrete pavement will be required at <br /> locations where water valves and maintenance holes are within <br /> e' 12' 12' 0'-17' 12 12' 8' the planing limit Also, hand grind 6' around all S.D.I.'s when in <br /> MEDIAN paving limits ISta. 12+86(58' Lt), 13+28(29' Rt), 13+38(56' Lt), <br /> NED. 'ay 15+37(32' (it), 27+72(41' Rt)} <br /> E.P. Q� <br /> E.P. i t t y iy 11. Existing t Rein encing F bri shaP be,Setnoved prior to placing <br /> 3 Pavement Reinforcing Fabric. <br /> v 311,165 <br /> N,aP' �31-0 . 12. All existing frontage improvements, bokords and atom drain <br /> -binJy. inlets (S.D.I.'s) shall remain in place unless otherwise noted. <br /> 1 q °nc' tF 13. Adjust maintenance hole frame and cover at the location listed on <br /> 5 sheet 12. Refer to Improvement Standards No. CW-R36 for details. <br /> TYPICAL TRAFFIC LANE LAYOUT //� 14. . k 0. of existing A.C. Dikes and Bollards where shown on the <br /> 04 // plans shall be done in such a manner as not to damage surface <br /> r' Peter D. Martin beneath Dikes. Payment for R. & D. of existing A.C. Dikes and <br /> ?f RCE 38465 Bollards shall be included in the contract Lump Sum price for <br /> for Clearing and Grubbing. <br /> COUNTY OF SAN JOA UIN No W TYPICAL SECTION / GENERAL NOTES EL DORADO STREET RESURFACING Sheet No. <br /> Q (1-5 to Stockton City Limits) 2 of 13 <br /> DRAWN Bf IyDATE MECT ENGINEER I DATE I G DATEtAPPROVAL RECOMMENM GATE <br />