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GENERAL NOTEScr <br /> I III III <br /> I. EXISTING STORM DRAIN FACILITIES ARE TO I III 10 <br /> REMAIN IN PLACE UNLESS NOTED OTHERWISE <br /> a CONFORM AT EXIST. EXP. JOINT Q <br /> 2. EXISTING STORM DRAIN GRATES TO BE I - BCR /'yam' C, <br /> ADJUSTED SHALL BE RESET AT EXIST. ELEV. RBD 31 L.F. EXIST. CGBS O rc ' N <br /> OR SHALL BE SET LOWER AS DIRECTED BY I I IS.2' AND INSTALL 31 LF CGBS. <br /> THE ENGINEER. I II U c <br /> ADJUST EXIST. SDI FRAME 5 6RAl� T a <br /> 3. PAVEMENT CUTS IN LOCAL STREETS SHALL U CONFORM=T- <br /> BE RESURFACED WITH 0.60' DEEP - LIFT A.C. _ JOINT t., <br /> o CUTS ADJACENT TO PERSHING AVENUE SHALL L <br /> RECEIVE 1.00' DEEP - LIFT A.C. RESURFACING <br /> 50.6- <br /> 0 <br /> 0.6 <br /> o w <br /> n <br /> D Douglas Road <br /> o' ntw <br /> v o <br /> o LEGEND <br /> 3 E <br /> m <br /> 6 <br /> 12' D— — EXIST STORM DRAIN SIZE <br /> SAW OR AND —� <br /> I II 19 3 CONTROL AT EXIST. <br /> — <br /> - 8" W - - EXIST WATER 8 SIZE CONTROL JOINTS <br /> rAD <br /> D IB L.F. EXIST CGBS <br /> D INSTALL IB L.F. CGBS <br /> — — 8" ,S - - EXIST SEWER & SIZE I II <br /> BCR EXIST SDI FRAME 6 GRATE <br /> — — TL _ — TELEPHONE OR ELECTRIC I I T EXIST. EXP. JOINT <br /> UI <br /> I II <br /> � ® TRAFFIC SIGNAL POLE II I <br /> m <br /> s oPs PULL Box III CURB PLAN <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN � Curb Plan Douglas Road Curb Ramp Retrofit sheet No. <br /> 0 5' 10' 20' Williamsburg Place to Pershing Avenue 3 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPRO RECOMMENDED DATE <br /> .Jared Fechal 6/00 ,4t,.,,y 191-41 p r•/ c9 8619/ 4 <br />