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II... . . ...... _T -4- 4 4 54 . .. . .. . .... IIIVERT: L -74 1 4' OR ff F HORIZ: 1 40'
... .... ... PI=1360.11 L.O.C. 130 GI=1.21% 131 132 133 134 135 136 137 138 139 140
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D W G N 0. 2 8 7 5 8 E E E T 2 SEE SHEET 2 SEE SHEET 3 CONSTRUCTK)N NOTES
LBAE H A V E N U E BIRCH TREE PLACE MAGNOLJA PLACE MYRTLE PLACE CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
52' 114' 62' CONSTRUCT CURB RETU CITY STD. DWG. NO. 1006
41' 13 6 _00 6 6 00
X
27 30 2 _N 16 49 04
z z PROROSED STORM DRAIN PRCPOSED STORM DRAIN z
I
af UJI
M PER CITY DWG NO. 3077 X PER CITY DWG NO. 3077 af M PROPOSED STORM DRAIN Ir- (n 0 z z Z) 0
0 z 0 ch C) cn
PER CITY DWG NO. 2875 -: i� i� 0 n n 0
0) UJI LLJ
+ cl�
C14 o) L -j
0 < Z ()f 0
y \ — L.Lj y
(n _j (n _j F_ 0
PROPOSED R/W PER 0 14 v) z 15 28 29 (n _j 50 U) z
X 0 0 < 0 < T< 0
6- 3:: PROPOSED CURB AND GUTTER a- :%--
CITY DWG NO. 3063 4+50.76 ECR 0- z 11i 0 UJI C)
f PROPOSED R/W 0111 01.1 1360.96 TC 6E 0 of 9 PER CITY DWG NO. 3063 af 2
IS a CO- ER CITY DWG NO. 3063 a- (n a- V)
_04 F(�) /1P - - - - - - - -- - - - - - - - - W.1 Z__ _P WIT - - - - - - - - - - - - --- IEXISTING CMP F. A z
cr - — - — -- — — - — - — - — - — - — - (0 PROPOSED CURB -4W6 _WTTER co \—PER CITY DWG NO. 3063 PROPOSE-D-STOR W
___P ER-CIDL DWG -NO. -307-7-- STREET LIGHT PER V) PROPOSED MEDIAN PER Z 0
------ _C.LTY DWG. NO 3063 CITY DWG NO. 3063 (TYP.) - - - - - - - - - - --- - - - - - - - - - - - - - - - - - ---- - - - - - - - --- --- - - - - - - - - - -- _j W
Of 50 04 17F 1133 1 34 1 3 138 139
W
CURVE DATA
0
R
A
I L
T
A
35 00'
90*07'? 9
55.05'
iq no'
co
GRAPHIC SCALE
Cq PROPOSED MEDIAN PER 20" W CITY DWG. NO 3063 40 0 20 40 80 160
V) 20" W 4
a- EXISTING\�\,WATER VALVES
0 EXISTING MEDIAN IN FEET I inch 40 fL EXISTING R/W T Ir
EXISTING GAS LINE EXISTING GAS LINE EXISTING WATER LINES 131+66.55 BASELINE AVENUE= These Record Documents ti, EXISTING WATER LINES E 3+61.60 BECH AVENUE 22' 1 22 based on information provided 6� The
48' 40' 1370.1 0 FS ULTIMATE R/W1 C EXISTING R/W Design Professional has not verified tile accufL,�y
.2 1 M'U LTI MATE R/ W 55 i 11L - 45' EXIST SEWER MH BASELINE AVENUE SULTANA AVENUE
EB`E H A V E N U E
1*KWVwnd Silvvice AW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
P ca ToLL FTEE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
0 DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1-800 REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
2V -2M
2
I M WOFAK DAYS 11311TORE YOU
PLANS PREPARED FOR
CENTEX HOMES
2280 WARDLOW CIRCLE
SUITE 150
CORONA, CA. 92880
(909) 279-4000
REV1SK)NS Engineer City
li7lproyal Date: App val Da�
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATK)N: 1365.01
and/or completeness of this information and shall
not be responsible for any errors or omissions
ich may be incorporated herein as a result
04.
DATE
Prepued By:
CITY OF FONTANA,
CALIFORNIA
ALLARD ENGINEERING-
01FESS/
I?
S H.,
STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - l.and Planning
-P
8253 Sierra Avenue
Fontana, Calikirnia 92335
rn
No. 43976 M
Drawn By:
D EA
TRACT NO.
16085
Scale:
1 "= 40'
Fax (909) 356-1795
ar Exp. 6/30/05 ;V
Designed By:
Date:
.3 - za - 40
-Y CIVIL
JF
z�k
_____B) %UN"V��
March 2002
-
David S. Haiinmer, R.C.E. 4397G Date
(expires 6/30/20135)
CALI
Checked By
DH
Approved:
Dwg. No.
1 3075
ACITY ENGINEER
R.C.Ev 51 152