Laserfiche WebLink
to <br />cel <br />Z <br />7 <br />0+00 <br />16' PUE. & DRAINAGE EASEMENT <br />CONST.SURWY MON. BOX PER <br />STD. DWG NO. R-28 <br />25.00' RT. OF 0+00 <br />/ <br />CONST.SURV£Y MON. BOX PER <br />STD. DWG NO. R-28 <br />R <br />0 <br />R'3 yp <br />h \ <br />�' oti <br />`� <br />\ W 53 <br />TYPE B BARRICADE <br />p <br />R' <br />�'1 O <br />\ <br />/ mss• / �® <br />10 <br />DETAIL 2 PER \ <br />CAL TRANS STD. PLAN A20A <br />/ <br />< <br />R41, <br />R--50' <br />R=30®� <br />16' P.U.E. A• DRAINAGE EASEMENT <br />/ <br />/ <br />DETAIL 16 PER <br />DETAIL 27B PER CALTRANS STD, PLAN A20A z <br />CAL TRANS STD, PLAN A208 <br />/ <br />/ <br />INSTALL 1207(80' CSP <br />30' DRAINAGE EASEMENT <br />9 <br />2+70.10 <br />SW 42 <br />CONST.SURVEY MON. BOX PER10 <br />STD. DWG NO. R-28 <br />INSTALL STREET NAME SIGN & STOP (30� <br />/ <br />PER STD. DWG. NO.R-25 <br />24950 /V SHAYLYA/A/ CT. <br />I <br />4+15.10 SHAYIYNN COURT = <br />3700 E. EMERSON RD. <br />/ <br />I <br />8+70.17 EMERSON ROAD <br />CONST.SURVEY MON. BOX PER <br />BHA <br />n <br />YNN <br />C <br />I <br />STO. DWG N0. R-28 <br />0+00 <br />1+00 2+00 3+00 4+00 5+00 <br />EXIST GRADE <br />N <br />$ <br />o <br />AT t ROAD <br />h <br />h <br />h <br />h <br />h <br />PROPOSED <br />v <br />v <br />to° <br />ELEVATION <br />h <br />h <br />h <br />h <br />h <br />h <br />h <br />t9 <br />PROPOSED <br />Icn4 <br />ZON^w <br />g <br />N <br />^� <br />DITCH <br />h <br />h <br />00 <br />h h <br />h <br />h <br />h <br />FL0KINE <br />EMERSON ROAD <br />57 <br />57 <br />57 <br />56 <br />=, <br />_.56 <br />56 <br />�— <br />----- �- <br />S=+0.0025 <br />55 <br />55 <br />55 <br />+,OZp <br />54 <br />=o. <br />54 <br />54 <br />PROPOSED GRAD£ <br />S=+0.0025 <br />I <br />°3 <br />59 <br />5i3 <br />INV. 53.35 <br />INV. 53.5 <br />52 <br />52 <br />52 <br />PROPOSED DITCH FLOWLINE (LT Ar R <br />AlAtfl <br />.' .. 7, <br />SEAL: <br />QFESSIp�Fyc <br />REVISIONS <br />BENCH MARK: ELEV.: <br />JOB NO.: <br />G� <br />W R. F. KRAETSCH �+ <br />� �p <br />NO. 012681 <br />rte, Mr�,�����n n ����n ��n��nn22r, <br />R.o <br />� KRAFTS A w LL H lf\JLSLEN <br />S H AYLYN N <br />ESTATES <br />SHEET <br />NO. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />DATUM: <br />SCALE HORIZ. : 1"=40' <br />ACAMPO, CALIFORNIA <br />a <br />* Exp. 3/31/ <br />SUBDIVISION IMPROVEMENTS <br />SCALE VERT. 1"a2 <br />DESCRIPTION <br />fj CIVIL <br />DATE: 7-8-97 <br />R.C.E. NO.: 12681 <br />OF 5 <br />DRAWN : <br />DESIGN : <br />OFCAUfO <br />R. F. KRAETSCH DESIGN ENGINEER EXP. DATE: 3-31-01 <br />SHAYLYNN <br />COURT <br />FILE NO. 96259 <br />CHECK <br />