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PEPPERTREE LANE
RADIUS DELTA
LENGTH TANGENT
SEE SHEET NO. 10
137.61'
B 112.00' 272854'
53.72' 27.39'
50 ,
12'
85.01' 43.34'
' 20' 5°'
51 52
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PROPOSED 8' SEWER
PER CITY I WG NO 3406
STA. 12 87.24
\ L0. =26.97' TO EC
CL 16'DW7—
\ 73
STREET .l 12
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LO.C. 43.39' TO BC
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PEPPERTREE LANE
SEE SHEET NO.9
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES LIMITED USE AREA
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TWINBERRY COURT
REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
SHOIRD CONSTRUCTION OF REQUIRED
MOVB 40M NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
CONSTRUCTION NOTES
O1—CONSTRUCT 4' AC PAVEMENT (MIN) OVER 12' OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32)
4 CONSTRUCT 6' PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
7 CONSTRUCT 4' PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
9 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
12 INSTALL 5800 LUMEN HPSV (70 WATT, #7) LUMINAIRE
PER CITY STD. DWG. NO. 1016
@—ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 n
BASIS Of BEARINGR*
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 RAILROAD SPIKE IN NORTH FACE OF POWER POLE
10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF
RANCHO CUCAMONGA, SULTANA AVENUE AND BASELINE AVENUE.
CA 91730
(909) 291-7600
ELEVATIOM 1365.01
RECORD DOCUMENT
These Record Documents have been prey r-' �crrs
based on information provided by others.w°P;o
r Design Professional has not verified the accur,-.., v
W Ns�.43773
and/or completeness of this information and sr r-
t be responsible for any errors or / �, stuns
w i ay be incorporated herein as a result s� ^N -DATE r
M Prepared By:
O ALLARD ENGINEERING
. Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
q (909) 356-1815 Fax (909) 356-1795
2.23-04
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
S.
ESS /ON
S HqM��
z
Wui
c� No. 43976 m
* Exp. 6/30/05
C / V i l- ��\P
FOF CAQF�
0
DRAWN BY.
AE
DESIGNED BY.-
RC
Y:RC
CHECKED B
042 ml
GRAPHIC SCALE
m 40 eo
(N IIET)
1 ildl = 40 h
CURVE TABLE
RADIUS DELTA
LENGTH TANGENT
A 38.00' 207'28'54'
137.61'
B 112.00' 272854'
53.72' 27.39'
C 117.24' 272854'
85.01' 43.34'
neo
CITY OF FONTANA CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO.16477 SCALE:
1"=40'
STREETNPROVEMENT PLAN
BERR COURT DATE:
JANUARY, 2004
P ED BY: DRAWING NO.: -�
--� • Z - D
CITY ENGINEER R.C.E. 51152 3405
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