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0 <br />3+15 EMERSON ROAD <br />CONST. SURVEY MON. BOX PER <br />STD. DWG. NO. R-28 <br />\ <br />14 <br />16' <br />6+85.59 EMERSON ROAD <br />CONST SURVEY MON. BOX PER <br />STD. DWG. NO. R-28 <br />P.U.E. & DRAINAGE EASEMENT <br />10+56.05 EMERSON ROAD <br />CONST. SURVEY MON. BOX PER <br />STD, DWG. N0. R-28 <br />91 PER <br />60 (P <br />�►� �� \ � <br />N <br />/CIA`O <br />EDGE STRIPE DETAIL 178 PER <br />CAL TRANS STD. PLAN A208 <br />1� <br />/ a <br />/ `` <br />'ci a V`� ' <br />fI <br />� — <br />� — � <br />N <br />°� <br />8+70.17 EMERSON ROAD <br />CONST. SURVEY MON. BOX PER <br />6 � STD. DIYC N0. R-18 <br />8+20 <br />\ INSTALL 120X80' CSP <br />1690 <br />\\\\\ <br />STRIPE DETAIL 2 PER <br />CALTRANS STD. PLAN A20A <br />16' P.U.E. & DRAINAGE EASEMENT <br />12 <br />I <br />/ 12 <br />�— <br />p <br />/ 11 <br />10/ / <br />MATCH EXIST. <br />16' P.U.E. & DRAINAGE EASEMENT <br />11+40.24 EMERSON ROAD <br />EXIST E. P. <br />PAVING <br />INSTALL TYPE A" STREET LIGHT <br />PER STD. DWG. R-33, 100 WATTS HPS <br />16' 16' I <br />I 25' 25' <br />CONST SURVEY MON. BOX PER <br />STD. DWG. NO. R-28 <br />6 <br />16 � 16, <br />® <br />10 <br />EMERSON <br />OD <br />3+00 4+00 <br />5+00 <br />6+00 7+00 6+00 <br />9+00 <br />10+00 11+00 <br />12+00 <br />EXIST. GRADEZ <br />AT ¢ ROAD <br />$ <br />$ <br />N <br />$ <br />b <br />b <br />b <br />i2 <br />o <br />PROPOSED <br />ELEVATION <br />v <br />h <br />h <br />h <br />h <br />n <br />h <br />^ too <br />''^o <br />h h <br />ro� folo roo <br />h <br />ONO, <br />h <br />h <br />h h <br />h <br />h <br />PROPOSED <br />DITCH <br />`o <br />h <br />556 <br />S=0.000 <br />S.+0.0048 <br />� <br />OG <br />55 <br />o-- <br />¢ GRADE <br />- <br />- <br />- <br />- <br />55 <br />54 _ --- <br />- <br />S=+0.0025 <br />= - <br />—V-t� <br />5=+0.00 <br />54 <br />53 <br />- <br />DIT <br />H FLOWLINE (LT & RT) <br />- <br />--53 <br />12" X 80' CSP 16go <br />5 <br />DITCH <br />FLOWLINf <br />_- <br />52 <br />---- <br />SEAL: <br />�QaOFESSIp <br />�O ! <br />h Fy6' <br />S <br />R. F.. 0126 8CH <br />No. 012681 <br />Exp. 3/31/0! * <br />CIVIL <br />9�OF CpLIFO <br />— <br />a s •;;ti, „ <{, raVe�. <br />ny The Site.Jt Work <br />- <br />REVISIONS <br />BENCH MARK: ELEV.: <br />DATUM: <br />DESCRIPTION : <br />JOB NO.: <br />n �n �n n <br />Wo Geo KRAIE73C H 0 (COWL [EHO IV EEN <br />SHAYLYNN ESTATES <br />SHEET <br />OF 5 <br />N0. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />SCALE HORIZ. : 1"=40' <br />ACAMPO, CALIFORNIA <br />DATE: 7-8-97 <br />;Z / R.C.E. NO.: 12681 <br />R. F. KRAETSCH DESIGN ENGINEER EXP. DATE: 3-31-01 <br />SUBDIVISION IMPROVEMENTS <br />EMERSON ROAD <br />SCALE VERT. : 1"=2' <br />DRAWN : <br />DESIGN : <br />FILE NO. 96259 <br />CHECK <br />