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Y <br /> EXI5TIN6 STREET LI&HT 25' P.0 <br /> I II II <br /> ON P.6.4 E. POLE PER <br /> 10' P.U.E. REID AVE. IMPROVEMENTS <br /> PLACE STOP BAR <br /> — — — — � — — — — — — — — — — — — — — — — J <br /> PER Fib. b-3l IN <br /> m - - - - - - - - - - - - - - - - � — INV. 40.50 - - - - - - - - - � GALTRANSMANUAL <br /> EXIST MON. BOX <br /> I / "0.1"1 REID AVENUE= <br /> r---- r---EDGE OF SHOULDER 15+25.00 ROSE GLOVER LANE <br /> I <br /> 10+25.00 LACE DETAIL 2"IB fV 14 IN.IL 5RIPINC PERAI L2:22 STD. I IS INSTALL SW-42 SIbN (R-26) <br /> I I 12 1 <br /> L _ PLACE DETAIL I _ L - - - <br /> ' _ <br /> SCALE 1"=20 <br /> PLACE DETAIL 715 lu <br /> E.P. <br /> EDGE OF SHOULDER _ -- ~— _ <br /> - - - - - - - - - - - - - � - - - - - - - - - -- - - - - - - - - - - - - - - 14+80ROSEGLOVER LANE <br /> — — — — — — — INV. 90.30 MATCH REID AVENUE — \ \ <br /> IMPROVEMENTS — \ <br /> — — INSTALL STOP/STREET <br /> T7- <br /> 50' P.U.E. FOR PROPOSED PRIVATE ROADu� 12+20 R05E GLOVER LANE 516N (R-25) I Q <br /> d FIRE APPARATUS AGGE55 ROAD 10' P.U.E. PLACE 24"X40' CSP <br /> g EXIST 12'x48' G.S.P. <br /> II <br /> I SII �-Lu <br /> II <br /> NOTE: NOTE: <br /> 251 -� <br /> ALL PROPOSED PAVEMENT MARKIN65 SEE ROADSIDE DITCH WATER DIVERSION <br /> PER CALIFORNIA DEPARTMENT OF DETAILS ON SHEET 5 (TYP) <br /> TRANSPORTATION TRAFFIC MANUAL <br /> 12' 12' <br /> ROSE CLOVER LANE I Ib' Ib' I <br /> -2 1 5' 25' <br /> 1 1 <br /> (PRIVATE) <br /> 0 <br /> 10+00 11 +00 12+00 N 13+00 14+00 15+00 16+00 <br /> N 0 00 LoN O. O . 0 0 O Lo 0 0 0 O iA N O 0) r' u7. <br /> EXIST to M O 00 tD a. M . N 0) N tf). 0) N CD O M tD a) 00 00 00. <br /> M M - M N ty N. N N N N. N 4 It 4 4. _ <br /> M p p O O O 0 O 0 0 00 N ^ 0) N 0 0 O t\. <br /> PROPOSED n 0 0 0 0 0 0 O 0 0 0 K) co 0) N to ao 0) 0) 0) N _ <br /> _ M M M M M Ki M M M vi Nj. M M N'1 K; � 4 ,a, <br /> 0) 0) 0) 0) 0) 0) O) 0) 0) 0) 0) O) 0) 0) 0). 0) m <br /> N. O tpD : U-) � : : 04 O : Lo � coO. O 0 r ttnp m _ _ <br /> PROPOSED DITCH EL - Nto <br /> 0) rn 0) 0) 0) 0) 0) 0) a, o, rn rn 0) <br /> - <br /> 98 Y _ <br /> — - 98 <br /> 97 - 97 <br /> 96 - 96 <br /> 95 _ m W 5=00.0055 5 t - 95 <br /> EXIST 12"x48' G.S.P. - <br /> j L=50' _ <br /> 94 - _ m 11 = 94 <br /> L=am w <br /> PROPOSED ¢ V <br /> �'02 w <br /> 50.00 <br /> 93 - = _ - <br /> _ 5='02.GJ5� P.L EXIST ¢ 5S_t0� 93 <br /> �— = <br /> ak 5=-0.4055 EXIST: <br /> PROPOSED DITCH F/L 9291 <br /> 91 <br /> 90 w10- _ 90 <br /> 12+90 <br /> 89 _ PLACE 18"x40' G.S.P. - 89 <br /> INV. 40.50 (INLET) <br /> 88 <br /> INV. 40.50 (OUTLET) - 88 <br /> = <br /> SEAL: <br /> REVISIONS JOB NO. 020970BP4 j ry ge <br /> N0. DESCRIPTION DATE BY DATE : EARNEST F. SMITH - CIVIL ENGINEER ROSE CLOVER LANE SHEET <br /> SCALE HORIZ. : 1"=20r isa7s 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br /> 313���i� �,�� LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br /> SCALE VERT. 1"=2' rc,v,� , ,� <br /> IMPROVEMENTS <br /> DRAWN DATE: S <br /> 4 <br /> DESIGN —= )L DESIGN <br /> 1 R.C.E. NO.: 153721PLAN & PROFILE of 6 <br /> CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31 -05 <br /> FILE N0. 0209708P4 <br />