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STORM DRAIN LEGEND <br /> =D= Existing Storm Drain �QM�/�q <br /> Hi <br /> IM Existing Storm Drain Inlet Cl) 9 <br /> No. 21258 <br /> Install Storm Drain Inlet - Type A * Exp 9-30-97 <br /> Sta. O Existing Catch Basin LP CIV1 <br /> Construct <br /> on 1 ?�P <br /> Install Storm Drain Inlet - Type B <br /> Constrructust - 32' Lt.Storm Drain Inlet (Type A) Place Salvaged Frame and Grate OAL1Fp <br /> Refer to S.J.Co. Std. Drg. <br /> D-13 for Details. (Typ.) 93 Length of 12" diameter Alternative pipe. <br /> Grate Elev. 26.40 <br /> Ak Existing Catch Basin to be removed. <br /> Sto. 5+56 - 21 ' Rt: Salvaged Frame and Grate to be <br /> Construct Storm Drain Inlet (Type B) used on Strom Drain Inlet (Type B) <br /> Grate Elev. 25.80 - Sta. 39+76 - 32' Lt. Extend existing storm drain laterally to new S_111.. <br /> Construct Storm Drain Inlet (Type A) Sta. 40+60 - 50' Lt. Refer to Sheet No. 16 for Pipe Connection <br /> Grote Elev. 26.45 - Construct Storm Drain Inlet (Type B) Detail, and Trench- Detail. <br /> Grate Elev. 26.35 <br /> Ak <br /> Sta. 41 +45 - 32' Lt. <br /> Construct Storm Drain Inlet (Type A) <br /> Grate Elev. 26.05 Sta. 45+20 - 32' Lt. <br /> Construct Storm Drain Inlet (Type A) <br /> Existing parking lot drain pipe Grate Elev. 26.67 - <br /> shall be connected to Storm Drain 3, <br /> Inlet (Type A) <br /> Ak <br /> Sta. 43+10 - 32' Lt. <br /> Construct Storm Drain Inlet (Type A) <br /> Grate Elev. 26.59 <br /> `EJ <br /> 4 4 <br /> 32, 94 2 .8' O <br /> 11 .7 67.1' 11 7 <br /> - <br /> 19 32, <br /> 4 - <br /> Sto.. 38+94 - 32' - t. <br /> Construct Storm Drain Tnlet ('type A) - <br /> Extend exisitnq 12' " didmeter C.S.P. <br /> a <br /> 3 L.F. (0.109, thick) C.S.P - <br /> Sta. 41 +45 - 32' Rt. <br /> Construct Storm Drain Inlet (Type- A) Sta. 46+58 - 32't Rt. <br /> Grate Elev. 26.06 Construct Storm Drain Inlet (Type A) <br /> _ Sto. 40+24 - 32' Rt. Grate Elev. 26.79 <br /> Construct Storm Drain Inlet (Type A) 1 <br /> Grate Elev. 26.40 -- <br /> Remove existing C.M.P. <br /> Place 10 L.F. X 12"diameter Std. '4+05 = 17' Rt. Ak PLAN SCALE <br /> C.S.P. 0.109" thick Construct Strrm Drain Inlet (Type B) (Typ). Sta. 43+43 - 32' Rt. AL <br /> ( ) Sto. 45+62 - 32' Rt. <br /> Refer to S.J. Co. Std. Dwg. No. D-15 for details. Construct Storm Drain Inlet (Type A) Construct Storm Drain Inlet (Type A) 0 25 50 100 <br /> Grate Elev. 25.60 Grate Elev. 26.70. ;.oma , ;°` Grate Elev. 26.78. 1-Qn+ ecf 8" <br /> SCALE IN FEET <br /> 32 USGS DATUM 32 <br /> 30 - - <br /> r 30 <br /> 2828- <br /> _... <br /> 26 <br /> 26 <br /> 24 _ - €fev 23.50 (Lt) 4 <br /> /— ,.._. 2 <br /> �- PROFILE SCALE <br /> 22 FL Elev 24.03 (Lt) - ftlev 23.30 (Rt) 0 25 50 100 22 <br /> _Eiev ' 23.93 (Lt) HORIZONTAL <br /> FL Elev 23.74 (Rt) Elev 23.74 (Lt) 0 1 2 4 <br /> VERTICAL <br /> fL Elev 23.60 (Rt) - SCALE 1N FEET SHEET <br /> TOTAL <br /> Cu. Exc. <br /> Yds. M <br /> STA. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE STORM DRAIN PLAN EAST MAIN STREET IMPROVEMENTS N0. SHEETS <br /> E. M. PETERSON 9/96 AS SHOWN ANTEROS AVE. TO DEL MAR AVE ) <br /> FILE NAME DRAWER SHE/(E�T N0. PCAD REVISIONS DATE <br /> � O- e-\Pete\0dcadd\p\e—mam\p1nprt10 <br />