HomeMy WebLinkAbout4293-7BENCH MARK FWE I:
USCGSa STATION "PACEL" 1963.90'± ELY. OF
RAILROAD TRACKS AND 28't SLY. OF CL
BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME
AS CITY B.M. #364
ELEVATION 1301.54'
BASIS OF BEARINGS:
THE CENTERLINE OF BASELINE AVE.
SHOWN AS N89055'34"W PER TRACT MAP
13596 MB 212/ 99-105.
RECORD DRAWING
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground Wlity locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
TOLL FREE `i 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRMND SERVICE ALERT
1
REV.
LINE / CURVE DATA
N0.
Q DELTA
RADIUS
L.EN6TH
T*NGENT
Q-59'54"
83'10'13"
1
35.00'
54.8'
4=1 75'
X5.00
N30' 1'01 "W
—
30.6b"
—
—J WDID No. 8 36C337238
REVISION DESCRIPTION DATE I ENGR. I CITY I DATE
'-ELOp� V?_AWIf16,
1(n MG
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LAN eu V E DATA
NO.
Q DELTA
RADIUS
LENGTH
TANGE
®
IN Ail
83'10'13"
1
50.00'
1
72.58'
4=18.15'
14.
w6b-30'28"W
—
1 31.50'
—
INT.48+25.08 CHERRY
INT.10+00.00 BAR HARBOR
129
BAR HARBOR & MC GUIRE AVENUE
SHOULD CONSTRUCTION OF THE 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.
SEAL—ENGINEER
No. 31681 i V
* Exp. 12/31/08
\� it/Vl\-/
Of - CM.\F
8.5
CHERRY AVENU
A
Q?OFESS/pN
THP q�
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EXP.S¢ljilll�c' .� 1� T
s� CIVIL ��\P j
OF CAI
I
5 0 (oma 10 2
scale 1"= 10' feet
C7 E7 Hall & Fbmmar , Inc.
E:317 Civil Engineering - Planning - Surveying - Public Works
9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800
PREPARED UNDER THE SUPERVISION OF:
304.7
98.6
CONSTRUCTION NOTES
CONSTRUCT S" CURB AND GUTTER PER CITY STD. PLAN NO. 1000
a— CONSTRUCT 6' SIDEWALK PER CITY STD. PLAN NO. 1006
CONSTRUCT 8' PCC WITH COMPACTED AGGREGATE BASE PER BUS BAY CITY STD.
DWG. 1005 (SEE GENERAL NOTES 31 AND 32)
5� SAWCUT, REMOVE, do REPLACE A.C. PAVEMENT WITH LIKE KIND
1' MINIMUM
REMOVE EXISTING SIDEWALK
7�— EXISTING POWER POLE TO BE RELOCATED BY SCE
EXISTING FIRE HYDRANT TO BE RELOCATED PER SEPARATE WATER PLANS
EXISTING SIGN TO BE RELOCATED OR ADJUSTED
10 REMOVE EXISTING CURB AND GUTTER
0__
1 EXISTING POLE WITH STREET LIGHT TO BE RELOCATED BY SCE
@_REMOVE EXISTING STREET TREE
13 EXISTING UTILITY BOX TO BE RELOCATED
14 EXISTING METER TO BE RELOCATED
15 PROTECT IN PLACE
16 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH
PER CITY STD.1002A(MAINTAIN FULL CURB HEIGHT)
17 CONSTRUCT ACCESS RAMPS PER APWA STANDARD DWG. NO. 111-3
CASE B TYPE 1
18 INSTALL HANDICAP SIGN do POST PER ADA REQUIREMENTS
20 CONSTRUCT STD. CURB RETURN ACCESS RAMP PER CITY
OF FONTANA STD. PLAN NO. 1003
21 CONSTRUCT CURB OPENING CATCH BASIN PER CITY
OF FONTANA STD. DETAIL NO. 3004
22 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD.
DETAIL NO. 3003
23 CONSTRUCT SPANDREL/CROSS GUTTER PER CITY
OF FONTANA STD. DETAIL NO. 403
25 TRAFFIC SIGNAL TO BE RELOCATED PER SEPARATE PLANS
27 REMOVE EXISTING CATCH BASIN PER SEPARATE STORM DRAIN PLANS
REFERENCE DRAWINGS
DRAWING NO. 1551 SHEET 2 OF 6
1551 SHEET 3 OF 6
1551 SHEET 5 OF 6
1665 SHEET 3 OF 8
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY. MT BASELINE AVENUE/BAR HARBOR ROAD
DESIGNED BY: AND MC URE AVENUE
MA
(p IZ7/0 7 CHECKED BY:
MAI&" 7-1Z•E
I CITY EVGINEER R.C.E. 51152 DATE:
SCALE: 1"=20'
DATE:
APRIL 2007
DRAWING NO.: X71 4293
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