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BENCH MAR K
M
S. B:tO. Brass Disk 13-1
4.5 miles west along S. P. R . R . from Sierra
Avenue Overcrossing E 0.5 miles east of 4
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.
Q _ ZI 014"2Z��
t� = ZZd.Q,3.,
L =
at. P9G,
T= 4/.*1
-33,/3 l/V67Al-4 MAN/-/OLC
STO. No. //2
NO.I DATE
//V6—rALL 3 98.9(0 L /_ /O V G
SCALE
Iif = 401
REVISION
CK.B
f
Jy�.3�i!,23 //VSTAL.l-
o Q3
OAO,P /" /A/VHOLG
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H-11
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4-12E M ove- EXIST P1 -0G1. a0
INV.= 17.6� ( K
.5007✓ y
Gf'SOpOSEIO 4Z11¢ A76/= V
5 7-0A Al APAkA>A/ n
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krueper engineering
& associates
civil engineering - land. surveying
568 north mountain view, suite 230
san Bernardino, california 92401
884-2159
FRED J. BAB T R.C.E. 27674 DATE
E X P. 3-31- 9 0
CITY OF FONTANA
PUBLIC WOR KS DEPARTMENT
DESIGN BY .5;4 SCALE
DRAWN BY 4"rD,.. lVl�4`{ : AYB1�l _ DATE
.r . _ i �.1 .w 1
CHECKED BY
E -.G.
.115rr c" k CIC -1 TC -1
PPROVED BY DWG -N0.
CITY ENGINEER R.C.E. 18932 OA 13
4