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1Ik\\ Conform to Exist, E.P. 1Y No. 21258 <br /> B <br /> A Expansion Joint Typ. A 71f A <br /> CA0FO <br /> Alamo 2 <br /> TYp- <br /> ' PLAN <br /> Lip Of Gutter <br /> B Lip Of Gutter 2• � ����"���� <br /> i <br /> u <br /> � 12' `' <br /> 6 6' 6 <br /> 0 25 " <br /> Top of Conc. Curb – 6�"- 6" <br /> < 0 2' Place A.C. Dike Exist—�i . <br /> Top of A.C. -Dike Apron stB ran '� Type. A (2–sides) Pipe , N <br /> F�ood�j Flowline o " <br /> Gutter. <br /> t C SECTION B—B <br /> 6 W 2-1/2"0 x 12" Dowels 3" NOTES: <br /> ® in each Wall at � <br /> 6" =}>;, 8" Construction Joint. I' 1. Hood shall Iron and be equal <br /> = A.C. t+-�,+. to PHOENIX"" P-6-6 002. Frame and <br /> Class "A" P.C.C. - grate shall be equal to "PHOENIX" <br /> Y4" P-8301. Chain grate to frame. <br /> 2. Precast concrete catch basin may be <br /> N o (]ECO rn ACTION A—c used subject to sneer. approval of <br /> RECO f / Ste. 10+75 (80' Rt.)-McHenry Ave. �Z'� �, ' " the Resident Engineer. <br /> e „i• :ri xs 9y_ % 'r� 3. All exposed steel shall be dipped <br /> tj <br /> t <br /> h 2 coots 12" t o minimum fof � r <br /> 80'ForJtgalvonch �zed. <br /> ted <br /> m n° <br /> O f}1WG?(k. <br /> SECTION C—C <br /> .. nw� <br /> COUNTY OF SAN JOA UIN No SCALE STORM DRAINAGE INLET RIVER ROAD RESURFACING Sheet No. <br /> Q DETAILS (Murphy Rood to Santa Fe Rood) 14 of 16 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> )`.. TmAir. =/s... K" &. 2 �n �� � �r �� � <br />