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1 �°O <br /> 1 ' Pa E. DRAINAGE EASEMENT <br /> CONST,SURVV "Y MON. BOX PER <br /> STU DWG NO, R- 28 <br /> 25,OO' RT, OF 0-k 00 <br /> CONSrSURVEY MON. BOX E'ER " <br /> S TO, DWG NO, R-28 <br /> 5 <br /> TYPE B BARRICADE0 Z_ <br /> ( ` <br /> 00 <br /> DETAIL 2 PER , <br /> 41 CAL TRANS STD PLAN A20A <br /> R <br /> R=5O' Lcj <br /> , ` <br /> 40 4 <br /> 16' P.U E. DRAINAGE EASEMENT <br /> DETAIL 16 PER ,r <br /> (DETAIL 278 PERTRAMS STD. PLAN A20A / <br /> CAL c <br /> CAL TRANS STD, PLAN A206 / <br /> " INSTALL 12"X80' CSP <br /> G' DRAINAGE EASEMENT 2+70®. 10 SW 42 <br /> CONST SURVEY MON. BOX PER <br /> STD. DWG NO. R-2 <br /> 10 <br /> INSTALL STREET NAE SIGN & STOP 00 <br /> PER STD. DWG. NO. <br /> 24-750 N, 5HAYYNVCr 4 15. 10 SHA YL YNN COURT <br /> 70RS 8470. 17 EVERSON ROAD <br /> CONST SURVEY MON. BOX PER <br /> STD. DWG NO. R-28 <br /> k <br /> EXIS r GRADE p <br /> AT ROAD <br /> PROPOSED <br /> ELEVA TION <br /> PROPOSED <br /> DITCH <br /> FL0kINE a <br /> EVERSON ROAD <br /> 57 <br /> OG <br /> CAn <br /> S=40.0025 <br /> 55 <br /> 54 <br /> PROPOSED GRADE S=+0.002553 <br /> 1 X <br /> INV 5J. <br /> INV 53.55 <br /> PROPOSED DI TCH FL WLINE (L T & R <br /> SEAL; <br /> { <br /> REVISIONS <br /> R. F, KRAETSCH SHEET <br /> NO. DESCRIPTION DATE <br /> BENCH MARK. LE .. DATJOBE <br /> no Fo KRAIEV30CH COWL [EMONSER <br /> R SCALE HORI > Q 1 4 <br /> SHAYLYNN ESTA-rEs <br /> ATS, o ��No. r, LI�0 12681 "c� NIS <br /> ALRTDESCRIPTION � <br /> SUBDIVISION IMPROVEMENTS <br /> DRAWN <br /> � DATE, 7-8-97 <br /> arm <br /> M <br /> OF 5 <br /> DESIGN n ,M �A , e R.C.E. NO,: <br /> 11 <br /> '4 a SHAYLYNN COURT r <br /> R, F. AET DESIGN ENGINEER EXP. DATE: 3-31 -01 FILE NO. 96259 <br /> CHECK!i wil will; limin mom <br /> n <br />