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HomeMy WebLinkAbout1449A-7a- a 3 W LY 0 -W Ln d• .O 4 C3 N T a W A FoR REYM(ON A ONLY .�� LJLJ � 3.3/•4a SOP CAL���. FOR REVISION & ONLY QROFEW. SS/0� NO. 2392 � EXPIRES '6 IZ-3I. 89 CIV 1� ���► � �F GAtIFO� N0.27674 �C Exp, �inl� n�ziv� O I 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 1" = 40' NO.I DATE REVISION IENUR.I DATE ICK.B 11 11 �2�8i AOD SToRm Ov-A K PIPE To L.8 • STq 12L +47 126 } 47 t.;fla, - 'I•�•�' 4 1�/3o/Sq IMST-AL.I. UNDER SI1DE-W?N1.-K 09 -AN PSR R CO-/ STANDARD 12-4A SIZH 3 �.�.�, /I•>!•_� 4 I0/30/69 ADD DRIVF-WAY : 123-+-64P.85 i 1274-37.65 L -T4. II•9•$ © 612 189 ADD PROPERTY LINE STA. 114+46.35 K.W.I. 3 61 Z 189 ADD STORM DRAIN PIPE TO C.B. STA. 1 Z6 +41 K.W.L. (,ht Q 6 / Z 10 9 ADD DRIVEWAY110+64.85;126+81.35; I Z9 +11.35 krueper engineering & associates civil engineering • land surveying PUBLIC 568 north mountain view, suite 230 san bernardino, California 92401 DESIGN BY 884-2159 FVP�• ��C.z._ _ DRAWN BY lo�/r T FRED J. BABBITTR.C.E. 27674 DATE IEF-CHECKED BY AP EXP. 3-31-90' G" CITY OF FONTANA WORKS DEPARTMENT ,$1E1z1ZA (hlDUAi7QAll�Pp►'�K SCALE STREET t M PRoNEM�N [ P`L.A,NS /'s y0' ���� V �✓ - DATE STA.mot4 -Tip t30+00 g z'� � PROVED BY DWG . NO. 7 CITY ENGINEER R.C.E. 18932 . A