HomeMy WebLinkAbout5597-5•
4 2
STA. 11+09±
MANGO AVENUE
END REMOVAL
SIA. lOttS/f
STA. 10+87f
13 MANGO AVENUE
END REMOVAL
•
J
4
19
DEMOLITION NOTES:
REMOVE EXISTING PCC SIDEWALK AND/OR CURB RAMP.
REMOVE EXISTING DRIVE APPROACH.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT,
SUBGRADE, AC CURB, AND/OR AC BERM.
PROTECT IN PLACE AS NOTED.
REMOVE AND REPLACE EXISTING BOLLARDS.
REMOVE AND REPLACE EXISTING ASPHALT CONCRETE CURB AND
HANDRAIL AS NEEDED.
*--SAWCUT . UNE
o
4- -
4 4
\ a. 4
cc•
0
2'
SAWCUT LINE
4
a
4..
MANGO AVENUE
32'
20'
.-.
20'
N
FENCE . cn
0
o.
N /
STA. 22+16±
BEGIN REMOVAL
03,1
czn
32'
Pjo®
4
. - a
4
4
4
4
4
a
a 4
° 4
4
a
4
1'
AC CURB AND
GUARD RAIL
a
4 a.
-4
4
STA. 22+70±
FOOTHILL BLVD
END REMOVAL
REMOVE EXISTING PCC CURB
FOOTHILL BOULEVARD
V
J
a
STA. 11+09±
END PROPOSED
STA. 10+86.83
END PROPOSED
STA. 10+73.43
OEND WALL AND RAMP
a
. 2.0%
4
a.
4
7.
i
STREET IMPROVEMENT CONSTRUCTION NOTES:
O CONSTRUCT SIDEWALK, WIDTH AS SHOWN, PER CITY OF FONTANA STD. PLAN NO. 1006.
O
O
0
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=9'.
REVISED PER DRIVEWAY DETAIL, SHEET 5, UNLESS OTHERWISE NOTED. n °
CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% CCQMEACTED
_e_H_
NATIVE SOIL.
CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH/PRIVATE
PARKING OVER 95% COMPACTED NATIVE SOIL. 4
0 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
0 CONSTRUCT BLACK WROUGHT IRON HANDRAIL PER STANDARD PLANS F PUBUC
WORKS CONSTRUCTIONS STANDARD DETAIL NO. 606-2, TYPE B. 4
1.
1
732.
732j
STA. 10+57.62 -80 Tty
CONSTRUCT VARIABLE HEIGHT,
HEREON.
CONSTRUCT BOLLARD AT 6.0' OC
SPOT FACE, 8" BLOCK WALL PER BLOCK WALL DE
SPACING 6 CSl 4 h�
-5t2:‘
(0.7%) (1.3%)
in
9
4.
32'
20'
0
0
+ T
00
20'l
32'
4 °
4
. • a
4
BEGIN PROPOSED
47.
+
N
7 .
a
4
R/W-.
J
J
z
w
co
STA. 22+12.37/
STA. 10+58.43
FOOTHILL AVENUE/
MANGO AVENUE
—'— A BEGIN RAMP
STA. 22+12.36 AP
< 90'00'00" LT
l
0
2.0'
O
N
P -0N
4
a
4
4
. 4
goo
120 4 a 4
4 � a
0.23%
coobv
F
co\
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 VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 811
TWO WORKING DAYS BEFORE YOU DIG
1.11LN I: CI I Y OF 1-01\I I ANA
TKE JOB #: 101-55
(12"W)
FOOTHILL
BOULEVARD
05/16/12
REV.
REVISION DESCRIPTION
DATE ENGR. CITY
DATE
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING FAX (951) 680-0490
-1 61 11
TERRY M. RENNER R.C.E. No. 69984
EXPIRES: 9-30-18
MANGO AVENUE
STREET IMPROVEMENTS
FOOTHILL BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
a
a 4
4
a
4
a
4
SCALE:
4 °=
V//1
•
,
4
4
10'
EXISTING
BUILDING
1—#5 REBAR TOP AND
® 16" O.C. (HOR.)
Iliri
I I -I 1
'OR2'
POURED IN PLACE
BULLNOSE CAP
W/SKATE DETERRENT
CO 40" O.C.
TOP OF
WALL
3"
3"
T
#5 REBAR
16" O.C. (VERT.)
12"
NORTH
R/W
1
EXIT. BUILDING
PROP. RET.
AND FOOTING
EXIT. BUILDING
/
/
/
N
,VARIABLE HEIGHT
/
i V
3"
��
ROPOSED FINISH
SURFACE
2.0%
4
"
IlliiiIII,
-iii
-�
111 '
5" MIN. COVER
FROM FS TO TOP
OF FOOTING
2—#5 REBAR (HOR.)
BLOCK WALL DETAIL
SCALE: N.T.S.
•
FOOTHILL AVENUE
60.00'
RIGHT—OF—WAY
47.00'
PROPOSED CURB AND GUTTER
40.00'
EXISTING CURB
EXIST. SIDEWALK
EXIST. GS.
8.6'
SIDEWALK
SECTION A -A'
0 0
SCALE:
HORIZ r=10'
VERT 1"=2'
PROP. HAND RAILS
EXIST. SIDEWALK
0.6%
EXIST. AC PAVEMENT
(1.4%)
•
PROP. RET. WALL
SECTIONS LEGEND:
EXISTING CURB, GUTTER AND/OR SIDEWALK
PROPOSED CURB, GUTTER AND/OR SIDEWALK
PROPOSED ASPHALT CONCRETE
PROPOSED ASPHALT CONCRETE OVERLAY
EXISTING LANDSCAPE AREA
ASPHALT CONCRETE PAVEMENT
ASPHALT CONCRETE REMOVAL
EXISTING BUILDING
PCC REMOVAL
5.0'
SIDEWALK
SHOULD CONSTRUCTION OF TI -IE
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.
PROP. AC PAVEMENT
SECTION B -B'
SCALE:
VERT 1"=2'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
JAM
DESIGNED BY:
TMR
CHECKED BY:
TMR
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
DETAILS 1 OF 2
CfTY ENGINEER
DATE
7 •
R.C.E. No. 5115F-
AS SHOWN
JULY 2017
DRAWING NO.:
5597