HomeMy WebLinkAbout4938-4NOTE CONTRACTOR TO
UTILITY CROSSING
NOTIFY ENGINEER
GRADE TO JOIN
EXISTING SWALE
PROPOSED
104000
BOTTOM SD=1
TOP WATE11
11,000 12+00 13.00 14#00 10.00 11+00 11.00
SAN BERNARDINO ASSOCIATION OF
GOVERNMENTS R/W
NOTE CONTRACTOR TO VERIFY ALL DEPTHS OF EXISTING
UTILITY CROSSINGS PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER.
AAAAAAAA DIG. WAYA
L �
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE " C"
REVISION DESCRIPTION IMMMM
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS 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
SEE SHEET 3
EXISTI
GROU
LINE v
ZQ
SEE PROFILE
pAD=1294.1
ABOVE RIGHT
— 5.96' — N 2CT28V
MASTER STORM DRAIN IMPROVEMENTS
PER DWG. NO. 4944
STREET' IMPROVEMENTS
PER DWG. NO. 4943
wEsr SULTANA AVENUE
EXISTING PROPOSED EAST
R/W 25' EP C/L
BASIS OF BEARINGS:
CURVE AND UNE TABLE
0
RADIUS DELTA LENGTH TANGENT BEARING
E
— 5.96' — N 2CT28V
F
22.50' 20'33'35" 8.07' 4.08'
G
— — 113.59' — N W04'43N
H
— — 160.67' — '
J
22.50' T 90'00'00" 35.34' 22.50' —
K
— — 36.44' — S 89"55'1 7N W
wEsr SULTANA AVENUE
EXISTING PROPOSED EAST
R/W 25' EP C/L
BASIS OF BEARINGS:
BASIS OF BEARINGS: TAKEN FROM
THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01'12" W
ORIGINAL BENCHMARK (SINCE DESTROYED)
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
PJRJ LIME INVESTMENTS, LLC
NO. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
SITE BENCHMARK
CALIFORNIA 91730
SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(909) 291-7600
"1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (909) 291-7630
34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUSTED HEVAT101t
H TYPIG4L SCCiION
4 ROADSIDE SWALE
NOT TO scv.e
lAn rVice TAI/' D /W
V b rI rI V v
4
10#00
GRAPHIC SCALE
EXISTING WATER j
UNE v I
......�- - -..ww ..�.,, z �— EXISTING DRIVEWAY —�
PIPE
I I I z I _: & 1400 1 Aloffffl 4 . B _41 :.
Prepared By:
ALLARD ENGINEERING
........... : .................................. ::::: .... ...
Civil Engineering -Land Surveying -Land Planning
B253 Sierra Avenue
Fontana, California 92335
(909) 356-1 5 Fax (909) 434-1820
pew.j �f - 'V17. I �
RayrMnd J. Allard, R.C.E. 36052 Date
(expires 6/30/2012)
(ENCASED THROUGH DRIVEWAY)
(IN FEET)
1 M= 40 FT.
18' PVC SLURRY ENCASEMENT
NOT To scue
CONSTRUCTION NOTES
13 CONSTRUCT MANHOLE PER CITY STD. 3012
7 CONSTRUCT HEADWALL PER CITY STD. 3020
8 CONSTRUCT TRASH RACK (CASE A) PER CITY STD. 3021
9 INSTALL 18" PVC PIPE/ SDR 35
10 INSTALL RIP—RAP PER CALLOUT SHOWN ON PLAN
15 CONSTRUCT SLURRY ENCASEMENT PER DETAIL HEREON
24 8" ASPHALT CONCRETE DIKE PER CITY STD. 1007
L
QROFESS/p� CITY OF FONTANA CALIFORNIA
q(� STORM DRAIN IMPROVEMENT PLAN
DRAWN BY: �q� NO 18676 & 1867fr1 SCALE:
No. ssos2RRA� DESIGNED BY: LINE A�� AD' AND AES DAA: AS NOTED
Exp. 6/30/12 RRA STA 1"0'00 tb13+6943 MAY, 2012
cjVj\' �P CHECKED BY:7 • DRAWING NO.:
AP
F OF- CA-�F� / r2 4
RJA CITY ENGINEER DR.C.E. �51152 4938 15
FILENAME: 1-\15947 Youna Homes Lime I and 1ALime 11 Tr.18676\ DWG's\ FINAL DESIGN\ Storm Drain\ Ultimate Intract18676—SD4/dwa