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TGT. NO.
STA. 23+1
" IRON PIPE
271.17
29+00
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LEGEND: PROP. ASPHALT
CONCRETE
— PROP. CONCRETE
, 1 1 1
BUCKEYE DRIVE
CONSTRUCTION NOTES:
O1
CONSTRUCT 8" CURB AND GUTTER PER
CITY OF FONTANA
SM. PLAN NO. 1000.
�2
CONSTRUCT SIDEWALK, WIDTH AS NOTED
(INC. CURB) PER
CITY OF FONTANA
STD. PLAN NO. 1006.
O
CONSTRUCT RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA
STD. PLAN NO. 1001.
REVISED PER DRIVEWAY DETAIL 1, SEE SHEET 3, UNLESS NOTED OTHERWISE.
CONSTRUCT CURB RAMP, CASE D, TYPE
2, PER STANDARD
PLANS FOR PUBLIC
WORKS CONSTRUCTION STANDARD PLAN
NO. 111-5.
O7 CONSTRUCT SIZE 3 (RECTANGULAR PIPE) OR MATCH EXISTING WIDTH UNDER SIDEWALK
DRAIN PER CITY OF FONTANA STD. PLAN NO. 403. SEE DETAIL, SHEET 2.
Underground Service Alert '
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV.
6.5' AC GRIND do OVERLAY ADDITION
REVISION DESCRIPTION
p"MmEr
CONSTRUCTION
NOTES
(CONT.):
/-%Flflt.JYY
�VVI_G
O
CONSTRUCT
10' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO.
403.
O9
CONSTRUCT
2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT
CONCRETE
PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL.
10
CONSTRUCT
4" ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED
NATIVE.
11
CONSTRUCT
10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE
PAVEMENT JOINTS.
13
CONSTRUCT
REGRADE TO DAYLIGHT 3:1 SLOPE (MAX.), (RECONSTRUCT
LANDSCAPE
AND IRRIGATION
TO MATCH EXISTING).
T.M.R.1 O-d lla t4
DATE I ENGR.I CITY I DATE
No.69984
Exp.9-30-18
\C1voz-/'
a
36+00
1 ^f%l l@T A\/CAll1=
37+00
38+00
CURVE LINE TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
S89'12'25"E
--
39.56'
--
2
43'56'44"
25.00'
19.17'
--
3
4356'44"
25.00'
19.17'
--
4
S89'11'41 "E
--
392.53'
--
5
S48'16'49"E
--
19.853
--
6
S89'13'49"E
--
30.83'
--
7
N78'39'51"E
--
61.99'
--
8
S89'13'49"E
--
121.31'
--
9
43'56'44"
25.00'
19.17'
--
V CONSTRUCTION NOTES (CONT.):
14 REGRADE WATER METER AND BOX BY FONTANA WATER COMPANY. CONTRACTOR
TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS.
16 CONSTRUCT MAILBOX AS NOTED.
18 CONSTRUCT CHAIN LINK OR WOODEN FENCE IN -KIND TO LIKE CONDITIONS OR BETTER.
20 CONSTRUCT 1.0' OF 957* COMPACTED NATIVE SOIL DRIVEWAY ACCESS.
22 CONSTRUCT CURB RAMP, CASE B, TYPE 2, PER STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION STANDARD PLAN NO. 111-5.
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
FAX (951) 680-0490
'1 05-10-18
,.E. No. 69984
0-18
STREET IMPROVEMENTS
FONTANA AVENUE
POPLAR AVENUE TO RANDALL AVENUE
ARROW BOULEVARD
ALDER AVENUE TO MAPLE AVENUE
39+00
CURVE LINE TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
10
4356'44"
25.00'
19.17'
--
11
S89'13'13"E
--
45.48'
--
12
S54'12'540E
--
12.21'
--
13
S89'11'41 "E
--
127.29'
--
14
89'56'05"
20.00'
31.39'
--
15
N00'52'14"E
--
7.00'
--
16
90'03'55"
20.00'
31.44'
--
17
S89'11'41 "E
--
131.48'
--
18
S82'03'38"W
--
19.73'
--
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.
TOT. NO. 7 4.0+00
STA. 39+63.44
ARROW BOULEVARD/
OHN DRIVE
Imm;
HORZ: 1" = 40'
VFRT• 1" = 4'
TGT. NO. 8
STA. 42+93.58
ARROW BOULEVARD/
LLIAMS ROAD
FD. RAIL ROAD SPIKE
ELEV.=1266.82
GRAPHIC SCALE
40 0 20 40 80
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA., CALIFORNIA
STREET IMPROVEMENT PLANS
ARROW BOULEVARD STREET IMPROVEMENTS'
oP PLAN /PROFILE.,SHEET
nsic•
160
OP STA. 29+00 T +50.00 MAY 2017
APPROVED BY DATE: DRAWN NO.: 11
TMR I " B ' 1
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