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1451A-9
W LINE r� _L I0'-5'rrALt. INIleprrALI. fv-011_ezT,10 11 1 1'plc> P59 L7ETA4I- ✓WET 1 ND. 3 r I\ I .ten 10s ItksTAL.L _JV&1GT1onl 10 Ic. 2 j�2 1�E'rAl i, ~^��%�AKP No. 27674 =t Exp. -!-90 \lF nc nn� SFO 2Zova P 105'- - 7. moo' tj 104-^- lC -- 7ev,► I N STAT -l• 4-.>1 W *4'' 0 P---' r 2 0 to ►�' p�,AtnJ�� ,ANr� ISI p� Gt.�v►� T`(pG ' �' `r IOIo+ 2�i, dD 11�7f�C-L GI-L�P�1 oto U rF,i:r- MTa1 L, -S,+AT Na • 3 1-t = ':5;0. o TKVWK LAWM VISOT of &J4o1WF1s�s OKNE* D BENCH MAR K S. B. CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra -Avenue Overcrossing & 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. Elevation 993.449. ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. SCALE I" s 401 NO. dA're Py 1-vlsi©N DOfts- aPPa. krueper engineering CITY OF FO N TA N A & associates civil engineering - land surveying PUBLIC WOR KS DEPARTMENT 568 north mountain view, suite 230 san Bernardino, california 92401 DESIGN BY (9t70' -5T Pll-- j'P-9K SCALE 884-2159 /� c%g, 4` �T'('O1�M P" r-4 pw5.+J /'= �YD DRAWN BY TgUt 4l< Llt+•1� WET 4>FS1nlFt� Pg, DATE LI 5�ig 8� FJ.$ paV145G f,,�� 1`I Y r 71 �� RE v ►sem st-t Ys 1 7_ S.. �M - ''//II y J 0. 5. 5-'fA. QI +.. 3 To y"rA 110 -t-� S f3 8 7 and 10 ; AApP v1- E� ETS 1?- d,�W� �� �8 2r�, �'r 7 � � � 1 1 3� CHECKED BY .APPROVED BY ���-L�--/ DWG. N0. FRED J. BA TT R.C.E. 27674 DATE , C. la l4 .s, 1( 6kn l'% 1 111 EXP. 3-31- 90 CITY ENGINEER R.C.E. 18932 .