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tn <br />I <br />W I 25" 1 25" <br />I I <br />I I I <br />I <br />1 16'I 16' IW53 <br />I <br />INV 53.15 <br />Z <br />EXIST. E.P. <br />RESTRICTED ACCESS O <br />16' P.U.E. & DRAINAGE EASEMENT � <br />I <br />I 3+60 -EUNICE AVENUE <br />21 I CONST. SURVEY MON. BOX PER <br />STD. DWG. N0. R-28 <br />A <br />INSTALL STREET NAME SIGN &STOP (30") INV 52.80 25 <br />PER STD. DWG. NO. R-251 I <br />3530E JAMIE CT. INS LL TYPE A" STREET LIGHT <br />25000 N. EUNICE AVE. ER STD. DWG. R-33 <br />V- 16' <br />- - DETAIL 16 - - - _ DETAIL 2 - - - - - DET L 16 <br />- -r <br />------ <br />DETAIL 278 3+27 <br />INSTALL 24X80' CSP <br />0+00.00 -EUNICE AVENUE _ <br />/ .......... 7,) <br />2+70 - JAMIE COURT & EMERSON ROAD INV 53.00 <br />CONST. SURVEY MON. BOX PER ,I <br />STD. DWG. NO. R-28 �I <br />INSTALL STREET NAME SIGN & STOP 30" - <br />PER STD. DWG. NO. R-25 <br />3530 E. CALIMYRNA RD. <br />25200 N. EUN/CE AVE. <br />EUNA`�E Q VENUE <br />f+00 0 0 0 t <br />EXIST. GRADE <br />AT t ROAD <br />PROPOSED <br />g <br />r <br />h <br />hh h <br />^ <br />o^ <br />o^ <br />N <br />h h <br />ELEVATION <br />h t9 <br />h <br />PROPOSED <br />ELEVATION <br />h h h <br />t9 <br />h <br />.^r <br />w <br />h <br />PROPOSED <br />DITCH <br />W <br />CALIMYRNA <br />PROPOSED <br />DITCH <br />------ <br />DETAIL 278 3+27 <br />INSTALL 24X80' CSP <br />0+00.00 -EUNICE AVENUE _ <br />/ .......... 7,) <br />2+70 - JAMIE COURT & EMERSON ROAD INV 53.00 <br />CONST. SURVEY MON. BOX PER ,I <br />STD. DWG. NO. R-28 �I <br />INSTALL STREET NAME SIGN & STOP 30" - <br />PER STD. DWG. NO. R-25 <br />3530 E. CALIMYRNA RD. <br />25200 N. EUN/CE AVE. <br />EUNA`�E Q VENUE <br />f+00 0 0 0 t <br />EXIST. GRADE <br />AT t ROAD <br />PROPOSED <br />g <br />r <br />h <br />hh h <br />^ <br />o^ <br />o^ <br />N <br />h h <br />ELEVATION <br />h t9 <br />h <br />PROPOSED <br />ELEVATION <br />h h h <br />t9 <br />h <br />.^r <br />w <br />h <br />PROPOSED <br />DITCH <br />W <br />CALIMYRNA <br />PROPOSED <br />DITCH <br />h <br />h <br />ELEVATION <br />ELEVATION <br />m <br />56 <br />S=0.02 <br />5 <br />54 <br />12 X8 <br />532 <br />INV 5315 <br />�o <br />0 <br />5=0.02 <br />REVISIONS <br />DESCRIPTION <br />S=+0.002 <br />INV 53.35 <br />DITCH FLOWUNE <br />S=- a <br />GRADE <br />S= 0.000 <br />OG <br />N <br />REMOVE EXIST. CULVERT <br />I I U <br />I � I <br />4+00 <br />OI <br />V <br />16' P.U.E. & <br />DRAINAGE EASEMENT <br />i <br />/ 7 <br />4 <br />DRAINAGE EASEMENT <br />TYPE B l <br />BARRICADE <br />F.L. 54.20' 1 <br />\ <br />L & III"I I V& Illi I I ✓ <br />PER CALTRANS STD. PLAN A208 <br />00 COb <br />0+00 1+00 2+00 <br />EXIST. GRADE <br />h <br />hh h <br />h <br />h� <br />AT t ROAD <br />hh <br />PROPOSED <br />ELEVATION <br />h h h <br />t9 <br />�i <br />.^r <br />w <br />h <br />PROPOSED <br />DITCH <br />W <br />CALIMYRNA <br />g� <br />h <br />OI <br />V <br />16' P.U.E. & <br />DRAINAGE EASEMENT <br />i <br />/ 7 <br />4 <br />DRAINAGE EASEMENT <br />TYPE B l <br />BARRICADE <br />F.L. 54.20' 1 <br />\ <br />L & III"I I V& Illi I I ✓ <br />PER CALTRANS STD. PLAN A208 <br />00 COb <br />0+00 1+00 2+00 <br />EXIST. GRADE <br />0 <br />0 <br /><o <br />AT t ROAD <br />PROPOSED <br />ELEVATION <br />h h h <br />t9 <br />�i <br />.^r <br />w <br />h <br />PROPOSED <br />DITCH <br />h <br />h <br />ELEVATION <br />56 S=0.000 <br />56 <br />55 -00025 <br />fL 54.20 — <br />.4 53 54.20 <br />! (L T & RT) <br />53 <br />JOB NO. <br />BENCH MARK: ELEV.: DATE : <br />DATUM: SCALE HORIZ. 1 "-4( <br />DESCRIPTION SCALE VERT. 1'-2- <br />DRAWN : <br />DESIGN : <br />CHECK : <br />R. F. KRAETSCH <br />No.012681 <br />Exp. 3/31/ <br />r� CIVIL <br />R. F. KI IMMUNE ICH —CIVIL ENGINEER <br />ACAMPO, CALIFORNIA <br />DATE: 7-8-97 <br />R.C.E. NO.: 12681 <br />R. F. KRAETSCH, DESIGN ENGINEER EXP. DATE:3-31-01 <br />0+00 EUNICE AVENUE <br />CONST. SURVEY MON. BOX PER <br />STD. DWG. NO. R-28 <br />16' P.U.E. & <br />INV 53.35" DRAINAGE EASEMENT <br />- - - - - - - - - - <br />3+05 <br />12" x 80' CSP <br />INSTALL TYPE A" STREET LIGHT PER <br />STD. DWG. NO. R-33 (TYPICAL ALL S <br />100 WATTS HPS <br />1? X80' CSP 16go <br />D <br />.r3?"., ►IR1Ca <br />dl!�;. _ ."!LCI :J'j r.,wi_i [V� :� B `_rt'v1" ck <br />S H AYLYN N ESTATES <br />SUBDIVISION IMPROVEMENTS <br />EUNICE AVENUE AND JAMIE COURT <br />D <br />w <br />55 <br />54 <br />53 <br />SHEET <br />P <br />OF 5 <br />FILE NO. 96259 <br />