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SEE SHEET NO.9
50'
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20' 2 '
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10#00 11#00 12#00
PEPPERTREE LANE
SEE SHEET NO.9
50'
5' PUE 25' 25' 5' PUE
20' 2 '
8 1339020 TC 6
II 2
I'
' PROPOSED 8' WATER BY OTHERS
1338.77 TC S W
CURVE TABLE
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LENGTH
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19.65'
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CURVE TABLE
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RADIUS
DELTA
LENGTH
TANGENT
B 110.00'
10'14'14"
19.65'
9.85'
C 60.00'
110'2827'
115.69'
86.45'
D 1 25.00'
1 90'00'00"
39.27'
25.00'
E 1 45.00'
1 90'00'00'
70.69'
45.00'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
%j PRO 8" SEWER~ 0
O�'�6 PE DWG. NO. 3406 C6 Ul
5 W
0
04 3
07cv
REVISION DESCRIPTION
60 59 58
�- PROPOSED 3'
N SLEEVING 19
o PROPOSED 8" WATER
BY OTHERS
LOU ROPOSED R/W
11+59.00 CL FOXFIRE LANE
— — _ 12+12.22 CL BELLFLOWER LANE
41
64
W
U
11+14.
a
-Inn
1335.2
c +
P
BELLFLOWER LANE
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
DATE I ENGR.I CITY I DATE
_ � 1 9
— — I •)
65
00 ECR
f TC I I
cc I I
I
104
Cli200 � ( BC
Ui
1 22' 22 I EC
66
27' 27
54
FOXFIRE LANE
SEE SHEET NO.9
SHOULD CONSTRUCTION OF REQUIRED
IMPROV NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
GRAPHIC SCALE
m 40 w no
(N FEET)
1 illi ■ 40 k
CONSTRUCTION NOTES - -
1 CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
4O— CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
O7 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
O9 — CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
PER CITY STD DWG. NO. 1016
18 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
19 INSTALL 3" IRRIGATION SLEEVE
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'5821 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361.
YOUNG HOMES
10370 YO TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO TRACUCDEMARK
STREET
NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 917AM SULTANA AVENUE AND BASELINE AVENUE.
(909) 291-7600
ELEVATION: 1365.01
Prepared By:
O ALLARD ENGINEERING
ro Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
j - � - � L�__ 2-Z3 —4�4
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
These Record Documents have been prepared
based on information provided by others, The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissionx
ich ay be incorporated herein as a result
DATE
M=
M 0 MEE=
6
to Nn. X3973 m
EYE 6;'3C 07
tp
CAUF
PRWE
veer• r= 41
Q�pFESS/CNq CITY OF FONTANA CALIFORNIA
�`Fti RANCHO FONTANA SPECIFIC PLAN
c �' Z DRAWN BY: TRACT NO.164T7 SCALE: "
LIJ c� No. 43976 m AE U1�PROVEIMEKT 1 =40
Exp. 6/30/05 DESIGNED BY. DATE.
* * RC WE; LANE FEBRUARY, 2004
�9T CIVIL ��\P CUEECKED BY D%BY DRAWING NO.: 8
FCF CAQ\ X -M, 7-2 •D
CITY ENGINEER R.C.E. 51152$
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