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10' P.U.E. WW 30, ¢ OF R/W 30, R/W 10' RM DEDICATION 20' L. b' 4' VAR. 6' TO 14' VAR. 6' TO 14' N GRADE DIFF.I SAWCUT EX15T VAR. 270 8' 1.5' MT, IMAX. PV ' MIN. FROM E.P. EXIST CENTER STRIPE LEGEND: _ _ MAX. �•� r %_ - - - _ AND GROWN EXIST PAVEMENT OUASHNICK ROAD WIDENING T.I.= 5.0 4 R-VALUE■ 5 0.50' AB SHOULDER OVER - SEE 5HEET 5 Oso' COMPACTED SUB6RADE 4 PRIME COAT P/L P/L AT 115AS R.G. PLACE 0.20' AG OVER V SCALE 1"=20' I Q Q 1 " OAS' AB OVER 050' COMPACTED o OU65HNIGK ROAD 5UB6RADE (415% R.G) M Placed IZ x30 C 5P ary TYPICAL SECTION I � � I►-'- 2.5' � NOT TO SCALE I 25 I PLACE 15"x150' RGP-SD V PLACE 15"x150' RGP-5D (GLASS 2) V (CLASS 2) PLACE 15"x100' RGP 50 20c .► PLACE 12x20' RGP EX15T POWER POLE oC _ (TO BE RELOCATED p THE WI ILOW5 Q PLACE D.I. PARCEL 5 BY OTHERS) 20' S' 1 25' 20' PARCEL 2 EXIST. FIRE HYDRANT I w I j w 23+96 10' P U.E. PL DI 2g2E DI EDGE OF SHOULDER PLACE 8' PVC WATER LINE 25+43 I x32 WATER SERVICE ROAD WIDAEN NGK 5 PLACE EDGE STRIPE „ I"f 32' WATE SERVICE 4, L ® 3 DETAIL 2"1-B 0 I x 32 WATER SERVICE - - CALTRANS STD PLwm ANS - - - - - - - - - - - - — — — - - — — WM EXIST MHSD ''� ��di [ ( R=15' S• PLACE GAP V . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . .. . . . .. . . .. . . .. . . .. . . . D . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PXMT.EP. EXIST 15„ 5D . .. . . .. . . .. . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . EXIST EP .. . . . . . .. . . .. . . .. . . . . . . . . . . . . . . . EX15T POVqER POLE .. . . .. . . .. . . . . . .. . . . .'. . . .. . . .. . . . . . .. _. . � . . .. . . . ._. . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . .. . .. . . . _ . . . . . . . . . . . . . . . . . ry . . . . . . . . . . . . . . .. . . .. . . . EX15T CENTER STRIPE d GROWN 8„ W GUT EXIST PAV7. — — p - �, Vr "" — — — — — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST SD EXIST 8" WATER - - - - - 8"CONNECTHATE TO EXIST 24 - - - - - - - 5 - - - - 26 - - - - _ _ 2-1 22 23 8" WATER LINE _ I - - L - - -I - - - EXIST DRIVEWAY_ - - - - - EX15T TRANS. POLE TO ADJUST EX15T MHSD O BE REMOVED. ELECTRIC LINES COVER TO GRADE 26+82.87 TO BE PLACED UNDERGROUND — — — — — — — — — — 8„ W � __�� cry APPROXIMATE LOCATION OF EX15T WATER MAIN EXIST WATER — �� EXIST EP - - - - - ��EXIST EP - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -VALVES - - - - - — - - - - - - - - 12 SD- - - - - - - - - - - - - - - - - EXIST DITCH - - - - - - - - � - - - - - - - - - - -►- .---- EXIST FIRE BLACK OAK ESTATES 3, HYDRANT 22+07 EXIST MHSD 0 D ELEV.. 4465S TOP R/W EG®RD D% 'N orracbons Bk:—!T CheInges By— /L to obi 27+00 22+00 23+00 �/— „S�'00 25+00 26+0OD °00 0 I ersnn Using This �Fevuing ShnUld Verr1. N ", t, ,lmll;i5 µ�.r .. ...,u, +In,. ..: r•d,. Lo . In EXIST = N '? rn a°io rn aa0o - _ ,It �: ;� a v r1i 0- 00 N CO M EXIST CROWN 7Loo rn rn rn p a v v a = EXIST EP CID : o0 III vIt _ DITCH FLOWLINE _ o00 rn o M M M M 6 . S_O.p192 PLACE 18 STORM DRAIN INLET n _ PER STANDARD DRAWING NO. r 5=pi RIM 3q.60 CW D A GN-" n-7 — EX15T GRADE EXIST GROWN PLACE X784 i _ 47� Sip• GAP - 5=0.0032 : $=0.0018 5=-0.0001 5=0.0046 -0.0088 / PER 5T1 ARD DRAWIORM DRANINLET - - - - - - - - - EXIST EP - - - - - - .- - - - TCH FLOWLINE PLACE 18" STORM DRAIN INLET DI /n1 SZ O.0015 /PER STANDARD DRAWING N0. Q 4?� - 0.0015 D-15 ! D-Ib STU RIM 40.02 DITCH FLOW-INE o CONNECT TO EXIST 5=0.0025 - o = : EXIST 8" WATER PLACE 8"x340' PVC WATER LI yx0.00040 PLACE 15'X100' RCP-9D 5=0.0040 PLACE 15"x150' 0i W 5=0.00 � o 38.20 07 - INV. 38.Oo - INV. 36.gq — — APPROXIMATE LOCATION OF EX15T 8" WATER ITS EXIST 36` So SEAL: 00 REVISIONS JOB NO. 00647P2 ppOFE$g� NO. DESCRIPTION DATE BY BENCH MARK DATE : ~s$�y' T F f �c BUD HE`0;�:W F NNN o CHL ERR�� Q UAS H N I C K ROAD SHEET SAN JOAQUIN COUNTY B.M. #176, BRASS CAP ON CONCRETE CURB g 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 alsan LODI, CALIFORNIA 95240 WA%aled IZ 13' WEST OF CENTERLINE OF 99 EAST FRONTAGE ROAD AT SCALE HORIZ. 1"=20' � IMPROVEMENTS /Z O OUASHNICK ROAD ELEVATION 37.601 SCALE VERT. 1".2' , DRAWN Jj �IVII DATE: Co - t l— d r Service- I Ii DESIGN ghOFCALIFO��\p � " � ' �"" R.C.E. NO.: 15372 PLAN BC PROFILE OF 6 �!/L O CHECK E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31 -05 FILE NO. 00647P2 /vewpy Calvert�/�/o�