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No. 39964
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FOR REVISION 43 ONLY
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NO. 23927 10. 27674 =o
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A = 30. 00
'7'= 30.00'
/= 47./Z'
5/..7.h TC 51.095
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BENCH MARK _
S. B. CO. Brass Disk 13-1
4.5 miles west along S. P. R. R. from Sierra
Avenue Overcrossing E 0.5 miles east of
Etiwanda Overcrossing, Headwall for Bay of-- 5 i,
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
NO.I DATE
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REVISION
ENGR. I DATE ICK.B
Iz/ZZ/89 A1717 DRIVEWAY r7TA 111P+00.35 MWT
6/2 189 ADD STORM DRAIN PIPE TO C.B. STA.114.4'1 KW.L.
6/Z /S9 ADD DRIVEWAY STA. 111 +93.85 K.W.L.
57A 1&-74417 IIV-, rA L L CATCH
oe�ASlA/ PCR, S9710^M 49AAI I
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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/FEieRa INDlX7'T1ZP►tL r'p►R< SCALE
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884-2159 �" �g t' G•Z. 5- IZZE.T I M PROYEMEN'r PL-AkS
DRAWN BY IRA�NExoO ��� DATE
,2cw r
� 19T AZtoN ,.t vP5+00' -to 120+00 g O E3
7 CHECKED BY APPROVED BY - DWG. N0. (0
FRED J. BABBI R.C.E. 27674 DATE
EXP. 3-31-90 V iii:G CITY ENGINEER R.C.E. 18932. A l�