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A.C. Trans. <br /> Roadway Excavation - 0.50' <br /> Reconstruct Roadway - 0.17' A.C. over 0.33 A.C. Base <br /> LEGEND Variable Depth A.C. <br /> p 0 Pave existing A.C. Frontage – Driveways (Type E) <br /> a- Refer to Planing Detail – Sheet 3 <br /> 0 r`' 00 `r Const. <br /> ® Reconstruct Roadway <br /> FO-0-01 Depth of Asphalt Concrete Pavement Planing. <br /> Existing Curb to ■ Limits of Asphalt Concrete Pavement Planing. <br /> yi remain in place 0 Storm Drainage Inlet to remain in place <br /> oI <br /> O Storm Maintenance Hale to remain in place <br /> 0 + o ■ �.� Flow Direction <br /> On (p Stand-Pipe to remain in place _ <br /> l .. <br /> O \ \ V A - \ - --.t Street Light to remain N <br /> place ° <br /> V A - _ __ i-I Pull Box to remain in place <br /> 0.08' 3 <br /> _ - _ _ 0.08' _ <br /> \ \,� \ 0.08 \ \ \ \ \ \ \ \ \ \ \ \ \ \ L_ <br /> A © 0 r A <br /> ■ RFC ORD DRAWIN v <br /> \ R N M + <br /> a BEGINING OF PROJECT N f <br /> > ti inq 4hGufcf JPnfG °o <br /> BENCHMARK: <br /> .1 .rk <br /> o P.K. nail In A.C. Driveway <br /> i a <br /> Station 6+46 Rt. Elevation = 100.25 (Assumed) Existing and Finish Grade <br /> - wA.C. Transition—� <br /> 102 102 <br /> Uv <br /> 0 <br /> U <br /> A L <br /> ,. 0 d c 2 <br /> 101 n v u iLI. 101 <br /> d m <br /> o <br /> o i <br /> J z d 0 O 0 <br /> m <br /> o m + 0 'a <br /> m - - - O <br /> 100 100 <br /> 77 <br /> z - <br /> 0 +50 1 +50 2 +50 3 1 +50 4 +50 5 +50 <br /> NO SCALE <br /> NORTH 99 FRONTAGE ROAD EAST RESURFACING sheet No. <br /> ti <br /> PLAN <br /> T A UIN I <br /> m COUNTY OF SAN J� Q (Acampo Road to 1000 Ft. North of Jahant Road) a of 12 <br /> DRAWN By DATE I PROJECT ENGINEER DATE I CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br />