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Earthwork (Miscellaneous Areas), shall consist of scarifying 3", dressing and <br /> recompacting shoulder area to fill depressions and match edge of pavement. EARTHWORK (MISCELLANEOUS AREAS) <br /> Const GOLDEN GATE AVENUE Various Locations Throughout <br /> r_ n Limits of Clearing and Grubbing Approximately 1,745 LF <br /> i & mailbox relocation <br /> VINE STREET Various Locations Throughout <br /> Varies Varies 4' <br /> D Approximately 2,106 LF <br /> Earthwork Conform <br /> (Misc Areas) Total = Approximately 3,851 LF <br /> Off` <br /> I <br /> i Var _ Var O� Existing <br /> Ground <br /> NOTE: <br /> Existing Roadway �%� %�\\\��\\\��\�\\��\\\��\\ — — — — <br /> 1 . Approximate dimensions and locations used for estimating purposes <br /> ———————————————————— are available upon request. Dimensions and locations are subject <br /> 3" to change at Engineer's discretion. - - <br /> 0 <br /> N <br /> G"J <br /> N fl <br /> Const <br /> Ni C:hst, <br /> — - -- Const <br /> Limits of Clearing and Grubbing - Limits of Clearing and Grubbing <br /> i & Mailbox Relocationr)a1e. ._ ___ & Mailbox Relocation <br /> D A '@+ i sic <br /> 'SWaft DATA_L t SHOULDER DETAIL 2 <br /> 10'—12 4 ,st�F ? ftT.Tp"m5 �', 10'-12' 5't <br /> F <br /> Z ( 0.17' AC Overlay I 0.17' AC Overlay 2' Var Conform <br /> m Var _ Conform <br /> Var ® existing FL <br /> I r Existing Var 8%_ <br /> V Existing <br /> f Ground \t- f Ground <br /> i Existing Roadway } — — — — Existing Roadway <br /> ----------- ----- __ <br /> Variable Depth <br /> Shoulder Backing Variable Depth <br /> Shoulder Backing <br /> a <br /> HARD/NG WAY Sto 15+90 to Sta 17+00 (Lt) Sta 15+90 to Sta 23+00 (Rt) GOLDEN GATE AVENUE Sta 29+40 to Sta 31+60 (Rt) <br /> Sta 18+30 to Sta 20+60 (Lt) Sto 24+08 to Sta 29+44 (Rt) HARD/NG WAY Sta 20+60 to Sta 23+00 Lt Sta 23+20 to Sta 24+08 Rt <br /> Sto 23+20 to Sta 29+44 (Lt) ( ) ( ) <br /> VINE STREET Sta 20+83 to Sta 24+04 (Lt) Sta 15+05 to Sta 20+05 (Rt) <br /> a _BELVEDERE AVENUE Sta 9+90 to Sta 11+30 (Lt) Sto 9+90 to Sta 15+35 (Rt) <br /> ::ESta 25+38 to Sta 26+35 (Lt) Sta 25+38 to Sta 26+35 (Rt) <br /> Sta 14+00 to Sta 15+35 (Lt) Sta 27+90 to Sta 29+84 (Lt) Sta 27+90 to Sta 29+68 (Rt) <br /> M <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ALPINE HEIGHTS & GIANONE PARK AREA RESURFACING s6 of 1i4. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> L. Aguilar 72/10 <br />