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75AC Trans <br />21'± <br />40' ■ <br />o cn <br />3 ° <br />co <br />oCo <br />o CTI UI <br />o R/ <br />11'# <br />11't9 <br />R <br />BEGIN Existing ---� <br />RESURFACING Corrugated <br />Metal Pipe <br />Arch to remain <br />in place <br />> 12} <br />o W <br />+ 12'± <br />Ao <br />Sta 37+01 to <br />Sta 37+99 (18' Rt) <br />Place 98 LF 12"0 CSP <br />Stu 38+00 (18' Rt) <br />Const 18"0 SDI' <br />Grate EIev=75.02 <br />Invert EIev=73.02 <br />20�t i C <br />Conform <br />0.12' N <br />C' o <br />■ <br />D <br />CO) <br />R i 0.00' o <br />GARROLT <br />0.25 <br />Sta 10+45 to Sto 30+00 (Lt) <br />Earthwork (Miscellaneous Areas) <br />See Sheet 3, Detail C. <br />j�■ 0.12' <br />Sta 39+OD (18' Rt <br />LConst 18"4 SDI <br />Grate EIev 75.32 <br />Invert EIev=73.32 <br />Stu 38+01 to <br />Sta 38+99 (18' Rt) <br />Place 98 LF 12"0 CSP <br />Existing PVC Pipe to <br />remain in place (Typ) <br />Sta <br />Overlay <br />Top Monument Pin <br />EIev=76.04 <br />Sta 36+43 <br />Const —\ <br />T1't 12'f <br />11'f F2±/W <br />EP <br />o sn <br />O'2�Overlay <br />39+Oi to "- <br />39+25 (18' Rt) Sta 36+95 to 39+30 (Rt) <br />24 LF 12"0 CSP Reestablish shoulder with <br />to existing 12"0 Imported Borrow and <br />_ Existing <br />Pipe with annular Shoulder Backing. Reinforced <br />coupler. Refer to See Sheet 3, Detail E. <br />Const <br />� <br />Concrete <br />Pipe to remain in <br />place <br />R/W <br />Ex ting Concrete <br />Headwalls and <br />Corrugated Metal <br />Pipe Arch to remain <br />in place (Typ) <br />rt � <br />12't ° m <br />c., <br />37 12't +'ZE <br />C4 <br />:. ✓a 00 <br />Sto 37+00 (18' Rt) <br />Const 18"0 SDI <br />Grate EIev=74.72 <br />Invert EIev=72:72 <br />Stu 36+59 to <br />Sta 36+99 (18' Rt) <br />Place 40 LF 12"0 CSP <br />Drainage Pump -� <br />Private Property Drainage Ditch <br />LEGEND <br />r: Adjust Existing Monument Frame and Cover <br />0.10' Depth of Asphalt Concrete Pavement Planing ■ Limits of Asphalt Concrete Pavement Planing " (For Locations See Summary of Quantities) <br />Variable Depth Asphalt Concrete Overlay R Conform to Existing Radii Place Monument Frame and Cover <br />Earthwork (Miscellaneous Areas) Flow direction of existing ditch (For Locations See Summary of Quantities) <br />C©UATTY OF SAN JOAQUIN <br />DRAWN BY DATE PRO, <br />Ryan Yamada (0115113 11 <br />4of8 <br />Sta 36+59 (18' Rt) <br />Reinstall flap gate <br />Invert EIev=72.59 <br />Remove existing CSP <br />(paid under <br />Remove Pipe item of <br />work). <br />Saivage and <br />reinstall <br />flap gate <br />at new pipe <br />location <br />(paid under <br />12'E4 Corrugated Steel <br />Pipe <br />(0:079" Thick) item of work). <br />Const <br />� <br />Concrete <br />Pipe to remain in <br />place <br />R/W <br />Ex ting Concrete <br />Headwalls and <br />Corrugated Metal <br />Pipe Arch to remain <br />in place (Typ) <br />rt � <br />12't ° m <br />c., <br />37 12't +'ZE <br />C4 <br />:. ✓a 00 <br />Sto 37+00 (18' Rt) <br />Const 18"0 SDI <br />Grate EIev=74.72 <br />Invert EIev=72:72 <br />Stu 36+59 to <br />Sta 36+99 (18' Rt) <br />Place 40 LF 12"0 CSP <br />Drainage Pump -� <br />Private Property Drainage Ditch <br />LEGEND <br />r: Adjust Existing Monument Frame and Cover <br />0.10' Depth of Asphalt Concrete Pavement Planing ■ Limits of Asphalt Concrete Pavement Planing " (For Locations See Summary of Quantities) <br />Variable Depth Asphalt Concrete Overlay R Conform to Existing Radii Place Monument Frame and Cover <br />Earthwork (Miscellaneous Areas) Flow direction of existing ditch (For Locations See Summary of Quantities) <br />C©UATTY OF SAN JOAQUIN <br />DRAWN BY DATE PRO, <br />Ryan Yamada (0115113 11 <br />4of8 <br />