HomeMy WebLinkAbout5628-7T
cq
04
N
T
Q
7
Q
T
N
T
01
rt7
r
v
B
IMA!-
I—
#
I
I
I
I
I V)
IlE,
W7
I
I
I I
I
I
I
I
I
I
a
TGT. NO. 1 9+00
STA. 10+00.00
POPLLARAAVENUENUE/
FD NOTHING
\
72711�7. , y
01019
ONE
ONE
=lum r-
11+00 12+00
POPLAR AVENUE
13+00
-58
/ C4 Wa N
/ za
Z
OW H
NT)
Ov
11+00 2+
0233-331-45 � 331-44 02:
CONSTRUCTION NOTES:
O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
t�2 CONSTRUCT SIDEWALK, WIDTH AS NOTED (INC. CURB) PER CITY OF FONTANA
STD. PLAN NO. 1006.
�7 CONSTRUCT SIZE 3 (_RECTANGULAR PIPE) OR MATCH EXISTING WIDTH UNDER SIDEWALK
DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001.
O9 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE
PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL.
Underground Service Alert 1 6S AC GRIND & OVERLAY ADDITION 8/14/18
SECTION 4216/4217 OF THE GOVERNMENT 2 V PCC BAND AROUND WATER METER ADDITION 8/14/18
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
14+00
■
15+00
7
16+00
4- 1�-,
0233-341-47
17+00
a. 'r
o
F
I a a
7"E 16+00 _ 17 i 00 _
18+00
3
I
19+00
T
HORZ: 1" _
VERT- 1" _
20+00
CURVE/LINE TABLE
®
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N8954'57"E
--
15.46'
--
2
N89'54'57"E
--
10.00'
--
3
N44'54'57"E
--
707.89'
--
4
N3530'01"E
--
28.55'
--
5
N35'30'01"E
--
39.7,V
--
cli
TGT. NO. 2
N
..N
T/
.m
STA. 28+76+27
N
aD
o
1n
►�
o
N
to
�+ 0233-251 17
�y FONTANA AVE
MDALL
ll
AVENU
FD NOTHING
°P
L T
0
R
c� '
D vi
1n
to
v V)
v VD
to
v
O
O
0
--
2
y
rnN
W
cn
a
1
5
w 11
�n
W W
0
"InJ�
4
9
,
Z W
�cf)
¢PF
a
17
LEGEND:
00
®—
PROPOSED ASPHALT CONCRETE0
N
MA:;
rnU0
Zxu of
m3C6
o
nrnI
z�
x_
0,
rnR
PROPOSED CONCRETE
FONTANA
AVENUE
SURVEY CONTROL TABLE
CONSTRUCTION NOTES
11 CONSTRUCT 10' HEADER CUT (2"
(CONT.):
MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE
CONSTRUCTION
16 CONSTRUCT MAILBOX
NOTES (CONT.):
AS NOTED.
TGT No.
1
2
NORTHING EASIING BEARING DISTANCE
8131.49 F I-
- N44.54'57"E 1 1876.27-
9460.16 11495.67
GRAPHIC SCALE
PAVEMENT JOINTS.
17 FILL, COMPACT AND GRADE TO DRAIN.
12
CONSTRUCT 6" PCC CONCRETE PAVEMENT OVER 95% COMPACTED NATIVE.
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
FONTANA STD. PLAN NO. 1001.
13
CONSTRUCT REGRADE
TO DAYLIGHT 3:1 SLOPE (MAX.), (RECONSTRUCT LANDSCAPE
REVISED PER DRIVEWAY DETAIL 2, SEE SHEET 3,
UNLESS NOTED OTHERWISE.
AND IRRIGATION TO MATCH
EXISTING).
14
COMPANY. C
AND BX BYITH
RECORD
DRAWING
TOGCOORD NATER WMETER
FONTANA®WATERFCOMPANONTANAYVF RATER RELOCATIONS.ONTRACTOR
TKESHOULD
ENGINEERING, INC.
STREET IMPROVEMENTS
CONSTRUCTION OF THE
EWI
230 CHICAGO AVENUE
REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF
M R
RIVERSIDE, CA 92507
RIVE
FONTANA AVENUE
680-0440
APPROVAL SHOWN HEREON AND CARRIED
A
(951)
POPLAR AVENUE TO RANDALL AVENUE
FORTH IN A DILIGENT MANNER, THE CITY
Na.69984
RING FAX (951) 680-0490
ENGINEER MAY REQUIRE REVISIONS TO
Exp.9-30-18
c1
05-10-18
ARROW BOULEVARD
THE PLANS TO BRING THEM INTO
�c V I V
CONFORMANCE WITH CONDITIONS AND
of DnL%I
ERRY M RENNER R.C.E. No. 69984
ALDER AVENUE TO MAPLE AVENUE
STANDARDS IN EFFECT.
XPIRFS� 9-30-18
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE I ENGR. I CIGUFN TY DATE
WF d6 Y: 101-73
4
0 1
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
OP FONTANA AVENUE STREET IMPROVEMENTS AS ssowx
PLAN/PROFILE SHEET DATE
OP 12+68i ST 20+00.00 MAY 2017
APPROVED BY _ DATE DRAINING NO.: 17,31
TMR `' h O
... MIPTLIrre O r C 1.Iw 51157 FR?A