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HORM. ift
VEM. Ift 40 Ion Is A
126 127 120 129 ISO z 133 130
131
BEECON AVENUE
RECORM D CUMEN7
PF2 CIT Y oFESsjo
%PF FONTANA
S. H,101
DVJG NO 309
These Record Documents have been prepared
based on information provided by others. The
104'
C*
&
w NoAMS
Design Professional has not verified the accuracy
Exp. 6/30107
and/or completeness of this information and shall
52' 1 52'
not be responsible for any errors or omissions
f
I 0A C Vi
be herein It
12 40 4 Of
Uj
-.12 1
I -
mcorporated as re
14,
DATE:
LIGHT PER
0)
LIGHT PER
EXISTING STORM DRAIN
STREET
STREET
DWG NO.- 3063
DWG NO. 3063
GWfUC SCAU
EXIST DBL 10'xB' RCB
EXIST. RW:, STREET LIG PER
EXISTING 15" SEWER
40 0 20 40 80 160
PER DWG NO. 3050
DWG NO. 063
i
Ir 7
- - - - - - - -
- - - - - - - - - - — -
I INCH 40 FT.
R B
__ . - - - __ - - - — - I
0—
EXISTING SEWER MANHOLE '-* LO
co
36+39.31\\BEECH AVE=
EXISTING 10 SEWER
LO
1
MEDIAN CURB PER 1+66..155,)\fBASELINE
"" 361.35
AVE PROPOSED
S
MEDIAN CURB DWG NO. 3063
at
1 1 n' — CITY DWG NO 3063
EXISTING
21 SEWER CONSTRUCTION Z2101AWALiac
6 1127 co 128
N89*55'R3*W
129 tn 131 132
N89-55'O3nW 133
URB PER
TRACT BOUNDARY
EXISTING 8" GS 11w
1\1� "is-
EXISTING 12" WATER EXISTING
8 GAS LINE CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015 (BASELINE AVENUE)
--CRY DWO-10-3063
12
Lo
20 IINIR-- EX NG
8 12-w
If
2 5 WATERLINE CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
CURB & GUTTER PER
CITY DWG NO 3063
STREET LIGHT PER EXISTING 17V L
25 W PROPOSED 24 RCP
PER DWG NO. 3063
(BASELINE AVE)
17" WATER
LOT
LU.A.
— — — — — — — — — — — --- -
NOTE. SEE LANDSCAPE PLANS FOR PARKWAY &
L
'"A"
MEDIAN LANDSCAPING, PIPE AND WIRE SLEEVES
EXISTING STEEL
LOT
POWER POLE ROPOSED
TY62 SIDEWALK
35+44.08 ECR
STREET LIGHT
PER DWG NO
43
L.O.S. 1360.07 TIC ca
42�!! EXIST. RIW 11-1 0 -,t 2o _:5!
EXISTING
CC 27 0)
EDGE OF PAVEMENT
J) +
PROPOSED
C14
00
Q C) co
C'! L 0 to
r< 0)
AND 13ARRICADE PER C17Y DWG 3
110,
NOTE. CONTRACTOR TO EXERCISE CAUTION
PROTECT ALL UTILITIES
M
+
r*-
C4
U-) (0 C14 06 10' 40' 48'
r.� + + c6 Gq 00
U -j CO 00 LOLO + 06
n C14 04 -) LO 00 LO 50' 58'
---C,4 PO
CURB TRANSITION 108,
THE REALIGNMENT OF EXISTING FACILITIES AND THE CONSTRUCTION OF
CURB AND GUTTER, PAVEMENT AND MEDIAN TO
BE PER CITY OF
BEECirl AVENUE FONTANA DWG. 3063. THE SIDEWALK BETWEEN
VILLAGE PARKWAY
SEF SfMT
AND BEECH AVENUE ARE TO BE CONSTRUCTED
PER THESE PLANS
AND TRACT 16403-1.
VENUE
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
110ROVEDIEMS NOT C0MIENCE MTHIN
PREPARED FOR:
BENCHMARK
Prepared By:
ALLARD ENGINEERING
Of ES A
y nr FONT&NA, CALIFORNIA
%OJT %F&
S 1 MEET IM PROVEM ENT
RLANS
A&A&AANVVV%%VVVVv~
TWO YEARS OF IM DAM OF MPROVAL
SHOWN HEREO AND CARRIED FORTH LY A
YOUNG H014-1ES
10370 Trademark Street
13ENCHMARK NO. 361.
LiVil - Land Planning
Engineering - Land Surveying
8253 Sierra Avenue
CO
DRAWN BY. Mir%
AE j nACT NO. 1640,03
SCALE:
1"-40'
DIAL NG
FD��
DILIGENT XANATA THE CIT Y ENW= MAY
Rancho Cucamonga, Ca. 91730
(909) 477-6715
RAILROAD SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
Fontana, California 92335
(909) 356 1815 Fax (909) 356-1795
No. 43976 M
Exp. 6/30/05
DESIGNED BY. w-wr
VENUE
DATE.
BEFORE
REQUIRE REVISIM."S TO THE PLANS TO
Fax (909) 477-6725
SULTANA AVENUE AND BASELINE AVENUE.
A :::�:�AWL
E
JUNE, 2003
DRAWING NO.
YOU DIG
TE -EN INTO CONFORUMCE WITH
q\-�+ 03 CIV
Date
3
CONDITIONS AM STMOARDS IN EFFECT
David S. Hanuner, R.C.E. 43976
C
D:HV)
I IHECKED
ELEVATION. IOWA'
(expires 8/30/2005)
-ITY ENGINEER R.C.E. 51152
E7(f0,,eD r_�)Pl-1 WlAlq
all