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HomeMy WebLinkAbout3696-4STORM DRAIN PLANS L= F, 77771�, 15 ZVO. 1117 16 19 325.0 -777, 21 22 300.00 171-7-1111777�17711 177=777777777777=7777-77 7,7 77 -,7r77"7' 77�77777 777177'777777 17777=177- .17 771, ------------ N89"51'48W WATER LINE ------------ Qp E---PROPOSED- PROTCT IN PLACE LO w w w 1\ ---- I-,---- - w --------- 7=-77=1 3: Zhl 1w. ;.Q. Z6 "a6 ail 0+00.00 6 C SEWER MH,#7 EXISTING AC a,3 D623+00-00 EXISTING AC EXIS'PNG 8 ACP WATER LINE PROPOSED RIW FUTURE STORM DRAIN PAVEMENT 240-101-01 SEWER MH 8 PAVEMENT 240-101-28 PROTECT IN PLACE BY OTHERS EXISTING WATER LS VACANT ;'GT IN PLACE 4ZrA II -00 r%Q (N7WFP A VAW PROTL 112 22 22 12' JUNIPER AVENUE BASIS OF BEARINCS: REVISION DESCRIPTION Pu'*Vv�o qV9.A�\4W 0 WALNUT AVENUE LEGEND E=SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT SEWER LATERALS Prepared By: tlfflllW, ALLARD ENGINEERING i Land Surveying - Land Planning Civa Engineering V 8253 Sierra kvenuR Fontana, Calffornin 9P,335 (9 9 356- ' 5 Fax (909) 356-1795 Dwrid S. Hammer, R,C,E. 43976 Date (Empires 6/30Y2005) / 44 GMIC SCALE 40 0 20 40 80 160 ALENAME, M:\dwq\14908\ANAL DESIGN\SEWER\IIB\WALNUTAVESWR4.dwq