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GARFIELD DRIVE
FUTURE
NU IMPROVEMENTS
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EXISTING 20" WATER 4 tD CO o z I � t
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FUTURE CURB & GUTTER i- Lo oo GUTTER THRU INTERSECTION 1309.03 TC 1309.12 TC cn
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or- LOT "A" ' ' 1 LOT "B"
------------------ —------------------------ ---- ----- — — -------------
------- ----- — 1302.19 FL 1302.507 151302.82 1303.63 FS ----- 3 °F 3
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- _ _~_ _ _ _ _�- _ _ _� _ _ — - - - -I-- -�-- -- --
STC
'FUTURE 60" STORM DRAIN CN 0 1 N PER CITY DWG Noe 1307.87 FL 1308.17 FL 1308.47 FL 15
_- -- ------ ----____ _______ � - - _- ___--_____ - ____— - ___ ____-- ___
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FOT °C° , 10P ' LOT °'D°
Z ¢ 10+49.82 ECR 10+49.79 BCR 5 PROPOSE 8" SEWER ,�; 5 L EXISTING BASIN OUTLET ¢ Y
=:' � 5 EXISTING R/W w
/ FUTURE SIDEWALK o o I 1303.37 TCF 1303.47 TC PER CITY DWG NO.3P " w STRUCTURE o ¢ I o
R W m cn d 3 3 co + EXISTING 8 CURB z +
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20, m 3 T USE AREA x USE AREA 36 34 , 9 33 32 ¢ W 31 , 9 U 30 0'
4' 5' 5' 6' I EXISTING CURB , w _ CN
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GUTTER 1112d
20 n w cn ca N T
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SECTION
CROSS GUTTER
NTS
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TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PER CITY DWG. NO.
TRACT NO.
16271 CURVE DATA
Q
RADIUS
LENGTH
TANGENT
A 89'56'56"
30.00'
47.10'
29.97'
B 89'59'10"
30.00'
47.12'
29.99'
C 9905'15"
30.00'
47.17'
30.05'
D 89.54'45" 1
30.00'
47.08°
29.95'
ac a tDr2m spla LA1�G .-
" z SEE SHEET 5
LO
CN
6 an
+ w' W
LEGEND:
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
® INDICATES OVERLAY EXISTING A.C.PAVEMENT
LIMITED USE AREA (SIGHT DISTANCE)
REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
RECoi?D 2924 W114/c�', 1i 111 a5 1 1W - 110.
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT 111ANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
SULT
BASIS OF BEARINGS:
THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
PREPARED FOR:
The Stratham Group
2201 Dupont Drive, Suite 300
Irvine, CA 92612
(949) 833-1554 ext.226
(949) 833-78,53
IV, rXI ill
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWERPOLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
ELEVATION: 1365.01
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 omissions
clt y be incorporated herein as a result
DATE
4
EXISTING 20" WATER
PROM
110M 1' = 40'
VERT:i=4'
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
MILLER AVENUE
19+99.80 CL INT. SULTANA AVENUE
------ � �--__- -`-STREET CL-- STORM DRAIN CL --
- ------------------------5`
-- -- -- -- -- -- --�
FUTURE SIDEWALK
EXISTING R/W
Prepared By:
IF
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(1 (909) 356-1815 Fax (909) 356-1795
— IL-1 1 -o
David S. Hammer, H.C.E. 43976 Date
(expires 6/30/2005)
or CA`a.o
c�
W
CONSTRUCTION NOTES
0- CONSTRUCT 4" AC PAVEMENTMIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32�
3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W-8'
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2
15 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2
16 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
18 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER WITHIN CONSTRUCTION AREA
19 INSTALL 9500 LUMEN HPSV (100 WATT, 110) 25 FT. LUMINAIRE PER CITY STD. 1016
20 INSTALL BARRICADE PER CITY STD. DWG. NO. 118.
�RpFESS
Z
No. 43976 m
Exp. 6/30/05 'a
9TF CIVIL
\F CAL1
X
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY. TRACT N0. 16271-1 SCALE.
AE1 "=40'
DESIGNED BY. SULTANAO AVENUE DATE.
AE TO "Wrt S OF AVENUE DECEMBER, 2003
KED BY: P ED BY: DRAWING NO.:
I SMT
l - --
CITY ENGINEER R.C.E. 51152 3537 8
Filename: m:\dwa\12908\street\16271-1\16271-1-ST07.dv