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Ct Const. <br /> ® Limits of Clearing and Grubbing. and Mailbox relocation. <br /> 11.5 — ! — 11 .5' 0-4' 2 1' <br /> 1' 2© 0-4' <br /> Or 8% „�Var. Val _89. t' <br /> Conform o ' -- a moo` Conform <br /> Variable Depth I 0.25' Asphalt Concrete Variable Depth <br /> Shoulder Backing Existing Roadway TYPICAL SECTION Shoulder Backing <br /> 6 <br /> a, Sta. 10+55 to Sta. 170+50 <br /> 20' R/W <br /> s <br /> a <br /> —. a. Var. 4' <br /> E 8% <br /> _ GENERAL NOTES <br /> > a <br /> s V 1' L-- <br /> M \ U -11 I � Shoulder Backing 1. The Asphalt Concrete (0.25' resurfacing) shall be placed { :` <br /> - - - - Imported Borrow in two (2) layers of approximate equal thickness. <br /> Earthwork Misc. Areas (Type I)8 2. Shoulder Backing Material at all intersection radii shall <br /> be blended with the top 6" of native soil material as <br /> Sta. 24+30 to Sta. 27+00 Lt. directed by the Engineer. Payment for blending shall be + <br /> Sta. 27+40 to Sta. 30+40 Lt. considered as included in the contract unit price paid <br /> Sta. 31 +25 to Sta. 31 +55Lt. . for Shoulder Backing Item of work. t .? <br /> U <br /> ® <br /> 3. All earthwork (except for final lift of shoulder backing) {Limits d Clearing and Grubbing shall be completed prior to placing final layer of asphalt <br /> extended to 20� left of centerline <br /> �- of construction from Sta. 22+00 concrete. No Shoulder Backing Material shall be deposited . <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> o- to Sta. 32+00. <br /> �, 4. The contractor shall conduct the Shoulder Backing operations <br /> M © when adjacent to earthwork so as not to disturb or obstruct any existing drainage. <br /> Miscellaneous Areas (Type Q. ` <br /> J m 2" Shoulder Backing taper equals zero. ? <br /> �V z <br /> COUNTY OF SAN JOA UINNO SCALE TYPICAL SECTION ELLIOTT ROAD RESURFACING Sheet No. <br /> AND GENERAL NOTES (Peltier Road to Liberty Road) 2 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CH CKED DATE SUB ITTED DATE I APPROVAL RECOMMENDED DATE <br /> P,T i%2 Pmt rA--o* o/,e� ��z�a os rJ �olJ' Z. <br />