Loading...
HomeMy WebLinkAbout1450A-10`7-1-4`75 IAV b7A' L L MAN PER 57-17. /VO- 11X' n R. //V57"AL L 3416 L A /O "- VC P S /z I3 f y5 I/V.5'rA4 L M.QN�-/OGG PEA STl7. NO. //Z 12" W (P_Ropo5En1 __ _. /� nr lIV67-Al-L -$cMp L/= /O"-0 V C P JF' SANTA .4 NA AVENUE LSv/�Nq BENCH - MARK - `���� S B. CO. Brass Disk 13-1 �` 4,:5 miles west alon S. P. R. R, from Sierra E Avenue Overcrossing 0.5 miles east of No. 27674 Etiwanda Overcrossing, Headwall for Bay of 5 Exp. -90 lar -31 a CMP over Etiwanda Wash. �►��`� ,�� I Elevation 993.449 ft. jF Of CiAl��O .. Equation: Add 0.26, ft. to plan elevation to obtain benchmark datum. DATE REVISION 1(94.07- 1.-z !z `b ME W /NS TALL 410 3, !o / LF 8 "s¢ VC P 14 0 Pig sTa Ivo. /•2 NUS SCALE I z 40' CK.B krueper engineering CITY OF FON TAN A & associates civil engineering - land surveying PUBLIC WOR KS DEPARTMENT 568 north mountain view, suite 230 s��tZ tNt�iV san Bernardino, California 92401 DESIGN BY ����! p�`t?K SCALE 884-2159 DRAWN B Y Ii T. u DAT E rol'wij al�q '7-'D lq f 00 S 28 S o' CHECKED BYDWG. NO. ID FRE J. BABBIT R.C.E. 27674 DATE APPROVED BY 13 .c, A EXP. 3-31-90 CITY ENGINEER R.C.E. 18932 . XI