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ace S.J.Co. Std. No. C-5 far N <br /> frame defoils. <br /> Grate sholl be Pinkerton <br /> A - /08 or c?✓o/. <br /> C+rofe elev, sholl be set <br /> from 0.2' to 0.5' be/oW <br /> natural ground as directad <br /> by the Ergina¢r. <br /> '6 <br /> 0.25' Aspholt Concrafe <br /> (A.C. Misc. Areas), <br /> N ° Sa Pmcasf Aeinforcad <br /> pe D Concrete Cane, <br /> MonAola Pip¢ U. <br /> 2' <br /> ,C a G" oiometa Perfoeoted <br /> P. V.C. Schedule 40 Pipe. <br /> aFilty fabric <br /> s I x 2 Concrete I <br /> goofing Ring. LEGEND <br /> Lar{°o ce A-C7 <br /> �$° • °°°° o o --� Approximote direction of surface droinaye. <br /> Undisturbed <br /> Earth. ® 0.25' Asphalt Concrete - sloped to drain <br /> 6o aeO (A.C. Misc. Areas) 12 <br /> 0o I �i <br /> 00 <br /> •� APPROXIMATE R1W <br /> Fill with 2%Z" IQ <br /> 8" S'oop washed Aggragata, E.P.�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �. IQ <br /> o° a <br /> ACAMPO ROADE. <br /> o00 <br /> u <br /> °�oe'eos`r4�8 '�a8°o°cu APPROXIMATE R/W <br /> • Pre rnst rein{arced monAo/¢ I <br /> I pipes) ASTM C478. <br /> Low Area <br /> 'CONCRETE (Water Ponding) , I <br /> F DRIVEWAY <br /> �^ Con9fruet Manhole. <br /> Xc Filter Fabric to be provided Residence See defai/. Exact /ocaiibn <br /> by San Joaguln County Public Ill6 E. Acompo Will be determined by the <br /> Z m Works 0¢portment. Engineer. <br /> MANHOLE <br /> No Sca/e ACAMPO ROAD DRAINAGE MANHOLE <br /> A <br /> A ` 2800' West of [ower Sacramento Rd. <br /> A <br /> k COUNTY OF SAN JOAQUIN NO SCALE PLAN AND DETAIL ACAMPO ROAD DRA/NAgE MANHOLE hoof o <br /> Drawn ey Date Project Enainaer I Data I Chocked Dare Submitted Dole Approwl Recommended Date <br /> T `t�e�ar <br /> I I <br />