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Slurry Cement Backfill <br />(Varied Depth) <br />O <br />N <br />o <br />a4 <br />Vim: <br />V)� <br />Q)V) <br />_1 <br />Q) <br />�V) <br />U <br />0 <br />n r-.' <br />Remove 0.40'± Existing Roadway & Place 0.40' HMA <br />Sta 37+77 Fernwood Road <br />= Sta 10+00 McFarland Lane <br />�- Sta 37+76 (2' Rt) <br />Adjust Mon New EP <br />Frame & Cover <br />FERKW00D_ <br />Sta 36+16 to Sta 37+41 Lt <br />Place 2' Wide Loam in lieu of <br />Shoulder Backing as needed <br />1 <br />0,4' HMA <br />12" Dia CSP <br />C� 2% Slope <br />-I_LIL� <br />Native Material <br />CROSS DRAIN DETAIL <br />Sta 32+68 <br />NOTE: Slurry Cement Backfill to be paid under <br />12" Corrugated Steel Pipe (0.079" Thick) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Jonathan Curry 02119 -� vZ7// <br />Exist Residential Const <br />Wall to remain <br />Existing EP in place <br />-R-0AD <br />New EP Existing EP <br />Correctlanµ <br />Mo Change-, <br />A0 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity (EA) <br />Sta 27+76 (1' Rt) 1 <br />Sta 37+76 (2' Rt) 1 <br />Tota 1 2 <br />ROADWAY EXCAVATION <br />Location Quantity (CY) <br />Sta 10+12 to Sta 41+28 1,112 <br />=OSCALE PLAN, CONSTRUCTION DETAILS <br />AND SUMMARY OF QUANTITIES <br />CHECKED DATE <br />3/271e9 <br />o® <br />41 b <br />END PROJECT <br />DATUM MONUMENT = Turning Point <br />Sto 41 +40 (15' Rt) <br />Elev 44.98 (Nail in JP) <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Sta 10+12 to Sta 41+28 (Lt & Rt) 131 <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Sta 10+12 to Sta 41+28 1,850 <br />12" CORRUGATED STEEL PIPE <br />(0.079" THICK) <br />Location Quantity (LF) <br />Sta 32+68 27 <br />FERNWOOD ROAD RESURFACING <br />(Ashley Lane to North End) <br />Sheet No. <br />5 of 5 <br />