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♦ \ -Sta. 63+34 - 32' Lt. <br /> Construct Storm Drain Inlet (Type A) <br /> Sta. 60+45 - 32' Lt. ` Grote Elev. 28.60 <br /> Construct Storm Drain Inlet (Type A) <br /> Grate Elev. 28.40 <br /> Sta. 51 +77 - 32' Lt. <br /> Construct Storm Drain Inlet (Type A) -Sta. 5+56 - 13' Lt. <br /> Grate Elev. 27.21 Construct Storm Drain Inlet (Type A <br /> ♦ ( YP ) ♦ Sta. 64+15t - 50' Lt. <br /> Sta. 52+75 - 32' Lt. Grate Elev. 27.93 Sta. 58+67 - 3?' Lt. Construct Storm Drain Inlet (Type B) <br /> Construct Storm Drain Inlet (Type A) Construct Storm Lain Inlet (Type A) ♦ Grate Elev. 29.80 <br /> Grate Elev. 27.35 Grate _Elev. 28.52 <br /> -- Sta. 61 +48't - 32' Lt. Sta. 64+32 - 32' Lt. <br /> Sta. 5+56 - 13' Lt: - \, Construct Storm Drain Inlet (Type A) Construct Storm Drain Inlet (Type A) <br /> Construct Storm Drain Inlet (Type A) Sta. 55+60 - 36' Lt. \ Grate Elev. 28.63 Grate Elev.' 28.62 <br /> Grate Elev. 27:62 Construct Storm Drain Inlet (Type A) \ / <br /> Grote 'Eley. 27.98 <br /> O 1 1 \ Existing porking lot drain pipe <br /> shall` be connected to Storm <br /> Drain Inlet (Type A) <br /> Essir <br /> • . ...v . _ _ - �9 <br /> _ ♦ No. 21258 <br /> Stn. 60+98 - 32' Rt. <br /> Sta. 52+27 - 32' Rt. <br /> Construct Storm Drain Inlet (Type A) sf E p. 9-�0-91 \P <br /> Construct Storm Drain Inlet (Type A) ♦ Grate Elev. 28.57 9TF CIVIL. <br /> Grate Elev. 27.16 Sto. 58+42 - 32' Rt. �FCAL�F� <br /> Sta. 55+73 28' Lt. Construct Storm Drain Inlet (Type A) <br /> Grate Elev. 28.45 Remove existing Storm Drain Inlet. . <br /> Construct Storm Drain Inlet (Type A) <br /> With Manhole Frame & Cover <br /> Refer to SJQ. CO. Std Drg. S-4 <br /> for Details. - <br /> PLAN SCALE <br /> 0 25 50 100 <br /> SCALE IN FEET <br /> USGS DATUM <br /> 32 <br /> 32 <br /> 30 , <br /> 30 <br /> - <br /> . . <br /> 28 <br /> 28 <br /> 1 <br /> 26 <br /> 26 <br /> i Elev. 26.401 <br /> i I Elev. 26.20 <br /> EL E e _ E Elev; 25.90 <br /> [ 'Elev. 25.80 <br /> LFL Elev. 25.00 �� Eley. 24.70 <br /> 24 <br /> FL <br /> 4 <br /> Elev. 24.80 <br /> yp <br /> ye'rlv:,A.wa..4. T.:qt. <br /> ; �,.. >. °w_: PROFILE SCALE <br /> w .,. „ 0 25 50 100_ <br /> 22 ,_ - . .,, ...._ 22 <br /> 11 <br /> HORIZONTAL <br /> r. c. VERTICAL <br /> i'a:4. �1.,�.rx lra I�4t4-46-:4«a _. ...... <br /> . A F3 . .,, :;r.� .., .:: i x_,;f;� SHEET <br /> SCALE IN FEET <br /> TOTAL <br /> Cu. Exc. <br /> Yds. Emb.1 <br /> STA. 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> E.M. PETERSON 9/96 v % COUNTY OF SAN JOAQUIN SCALE STORM DRAIN PLAN EAST MAIN STREET IMPROVEMENTS NO. SHEETS <br /> /�� �*�� %� AS SHOWN ANTEROS AVE. TO DEL MAR AVE. 13 20 <br /> FILE NAME DRAWER SHEETN0 ACAD REVISIONS DATE <br /> g <br /> �C -7 1 <br /> e:\pete\odcadd\p\e—main\pinprflI <br />