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HMA (Type A) Overlay <br />V <br />M_ <br />EP <br />0 <br />0 <br />N <br />C <br />N <br />WALL <br />rn <br />N <br />30 <br />31 <br />EP Sta 30+25 (Rt) <br />Begin R&D PCC <br />HMA (Type A) Overlay <br />WALL <br />2' <br />32 <br />Place Mon Frame and Cover <br />Wall Road Sta 44+83 <br />= Walnut Drive Sta 10+00 <br />N <br />EP <br />0 <br />0 <br />o <br />N <br />WALL <br />N 44 <br />- 55' <br />45 <br />cn <br />Ci <br />R <br />Sta 10+37 <br />R <br />■ <br />0.00 <br />� <br />° <br />N <br />Cn <br />Sta 10+62 <br />0.12 Conform <br />110' <br />10'1 <br />I�,�I <br />I� �I <br />I yl <br />I � I <br />N J N <br />N �r N <br />EP <br />EP <br />35 <br />HMA (Type A) Overlay <br />Sad <br />utr <br />N N N N <br />N N 68 N N <br />EP CA � o EP <br />Sto 68+01 (Rt) 4' <br />Limits of Concrete <br />Removal <br />COUNTY OF SAN JOAQUIN 0 20 40 60 PLAN <br />SCALE IN FEET <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />J. WajW IR. Yamada 3/15 jmt7/l5 <br />HMA (Type A) Overlay <br />r q Const <br />U) <br />ROAD N � <br />36 37 N <br />_ r <br />c� <br />Sta 36+95 (Rt)7 EP <br />End R&D PCC Existing utility vault <br />to be relocated by <br />other. <br />50' HMA Trans <br />n <br />0 <br />■ 25' :--', <br />0 <br />3 <br />I <br />0 o <br />00 00 0 00 <br />+ + ++ N <br />C0 N <br />Const N J <br />1 <br />EP R co <br />• �I <br />ROAD N <br />�I <br />83 N 1 <br />EP y 1 <br />R rn �I <br />Cr) <br />I <br />END PROJECT <br />I <br />I <br />I I <br />WALL ROAD RESURFACING <br />(State Route 26 to Comstock Road) <br />Sheet No. <br />5 of 10 <br />