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SEB DETAIL 'A' <br />FOR TURNAROUND <br />PARCEL 5 I}1 I PARCEL 6 <br />10' P.U.E. I �(L I EXIST 12"x24' G.5.P. ~ <br />IX -I Q <br />– – EXIST 12"x24' G.S.P. w <br />2 _ _ – DITCH F/L <br />------ RAW-- 18, <br />19 n 20 -EXIST E.P. — — — — — — <br />qZ –� ---+-- �� 22 <br />- <br />- — — — — _EXIST E.P. <br />---- <br />- -------R– 25' <br />--------- <br />DITCH FA. <br />lo' P.U.E. 50' PRIVATE ROAD <br />EASEMENT +1 P.U.E. a EXIST 12"x24' G.S.P. <br />CHAPAWEE LANE <br />(A PRIVATE LANE) <br />E <br />PLACE ER05ION <br />CONTROL DITCH <br />D15GHAR&E <br />PLACE TIMBER BARRICADE <br />TYPE "A" PER DRAWING NO. R-24 <br />END AG ti <br />P/L <br />14' <br />w 4.4' w 5.01 2.0' <br />ELEV. 5.5' <br />ELEV. 5.2' <br />ELEV. 4.5' <br />ELEV. 0.2' <br />18 19 20 21 22 23 <br />GRADE <br />F. <br />n <br />vi <br />.: � <br />ui <br />. <br />SHEET <br />:. <br />ui <br />".. <br />cCENTERLINE <br />ui <br />� <br />L6 <br />ATEPA <br />ui <br />O'uiddov <br />LANE <br />DITCH F/L <br />AND <br />CHAPAWEE <br />LANE <br />°0n. <br />Mo <br />221 WEST OAK STREET <br />(LEFT) <br />"' <br />"? <br />DITCH F/L J <br />¢ <br />!" <br />R <br />i� <br />(RIGHT) <br />M <br />--- <br />nc.r wiviv <br />N0. DESCRIPTION ENGR. CITY APPROVAL <br />INIT. I BY I DATE <br />BENCHMARK: <br />SEE SHEET 1 <br />JOB NO.: 051357P3 <br />DATE : 06/19/06 10:4 <br />SCALE HORIZ.: 10-40' <br />SCALE VERT.: 1'-2' <br />DRAWN : KD <br />DESIGN : EFS <br />CHECK : EFS <br />ELEV. -0.4' <br />ELEV. 0.6' <br />SECTION E -E <br />SCALE 1"■4' <br />EXISTING DITCH <br />n <br />A +J <br />TOE OF CHANNEL SLOPE <br />0 <br />G� <br />7 <br />TOP VIEW <br />EROSION CONTROL DITCH DISCHARGE <br />10' PU.E. <br />— — — — — — — <br />f---- 25 <br />TOE OF NO SCALE <br />PLACE 6" AB <br />I� <br />Q <br />N <br />w <br />L- Z-------�- <br />�pp <br />SF _ <br />b' AB <br />DITCH F/L <br />EXIST E.P. — — — — — — _ <br />— — — — — <br />iv EXIST 12°x24' G.S.P. <br />iV PLACE TIMBER BARRICADE <br />EXIST E.P. — — EXIST 12"x24' C.S.P. TYPE "A" PER DRAWING NO, R-24 <br />6' A13 <br />DITCH F/L <br />1. USE LASS "B" GONGRETE OR <br />&ROUTED 005BLE55 A5 SPEGIED. <br />2. b"Xb"-W6XW6 WWF THROUGHOUT <br />CONCRETE <br />41-01' <br />FRONT VIEW <br />WWF <br />PLACE EROSION / <br />CONTROL DITCH <br />DISCHARGE <br />I'-6" <br />�j <br />b" <br />� 5, <br />----------- 15 -------_---- PLACE EROSION <br />I 25 I CONTROL DITCH <br />Imo— DISCHARGE <br />10' PU.E. <br />LEGEND: PARCEL I I P.U.E. _ <br />PLACE 8" AB F <br />('4 C-15372 - <br />11 EXP. 3-31-07 f <br />_ 6, <br />I I I <br />DETAIL 'A' <br />TURN -AROUND -I f- 6„ <br />CONFORM TO EXIST <br />CHANEL BOTTOM <br />SECTION G -C <br />TOE OF CHANNEL SLOPE <br />SECTION D -D <br />DITCH BOTTOM <br />ARNEST <br />F. <br />SMITH -CIVIL <br />ENGINEER <br />SHEET <br />PHONE (209) 334-6523 <br />ATEPA <br />LANE <br />AND <br />CHAPAWEE <br />LANE <br />221 WEST OAK STREET <br />SUITE B-2 <br />LODI, CALIFORNIA 95240 SUBDIVISION IMPROVEMENTS <br />DATE: 15372 -dam <br />R.C.E. NO.:.: 1537CHAPAWEE LANE PLAN & PROFILE <br />E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 SAN JOAQUIN COUNTY <br />3 <br />OF 8 <br />CALIFORNIA FlLE N0. 051357P3 <br />