HomeMy WebLinkAbout3517-10I I I I I I I I I
10 11 12 13 14 15 16 17 18
LEGEND
PROP. A. C. PA VEMEN T
inEXIST. A.C. PAVEMENT TO BE
SAWCUT AND REMOVED. THEN
REPLACED PER LAP JOINT
DETAIL ON SHEET 2
LIMITED USE AREA PER CITY
OF FONTANA STD. 140
=! PROP. CONCRETE SIDEWALK
coobg
co
CURVE/LINE DATA
TABLE
QRpFESS]ON9
Q
�WLNy
aovzi
W JQQ
J
-
ccXocsill
A
N
25.00'
42.79'
28.79'
CURB RETURN
B
90100,00"
25.00'
v C\' 4
m ? U
�1 20"
NUI- M
I - p< SCOTCH PINE WAY +
0
DIAL
TWO W❑RK I NG
BEFORE DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RECORD DRAWING
DATE I ENGR. I CITY I DATE
04/08
*4 re
� // FIAT
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.
t1 = (0.44'
NOTE
EXISTING CURB, GUTTER,
SIDEWALK AND AC
PA VEMEN T TO BE REMOVED
PER ROUGH GRADE PLANS
EXISTING 84" RCP
DWG NO. 2902
=- SHT NO. 20
DWd NogCT 1607
= S/� AlaZg02 4
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
CONSTRUCTION NOTES:
0 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
OSAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED PAVEMENT
AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL ON SHEET 2.
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103
Q
• DATE: 57-/(i -
MAT HEW C. HICKS
RCE N0, 63494 EXP. 09-30-08
40' 30' 20' 10' 0'
CURVE/LINE DATA
TABLE
QRpFESS]ON9
Q
DELTA
RADIUS
LENGTH
TANGENT
REMARK
A
98'0345"
25.00'
42.79'
28.79'
CURB RETURN
B
90100,00"
25.00'
39.27'
25.00'
CURB RETURN
C
90100,00"
25.00'
39.27'
25.00'
CURB RETURN
D
90 00'00"
25.00'
39.27'
25.00'
CURB RETURN
E
18'41'54"
480.00'
156.65'
79.03'
RT CURB
F
18 41'54"
500.00'
163.17'
82.32'
CENTERLINE
G
7'5325"
520.00'
71.61'
35.86'
LT CURB
H
80'40'48"
25.00'
35.20'
21.23'
CURB RETURN
1
9074'16"
25.00'
39.37'
25.10'
CURB RETURN
J
14333"
520.00'
15.66'
7.83'
LT CURB
K
126'01 "
480.00'
12.01 '
6.01'
LT CURB
L
15733"
1 500.00' 1
17.10'
L 8.55'
CENTERLINE
• DATE: 57-/(i -
MAT HEW C. HICKS
RCE N0, 63494 EXP. 09-30-08
40' 30' 20' 10' 0'
40' 80'
GRAPHIC SCALE. 1"=40'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
M.E.
DESIGNED BY:
R.A,
CHECKED B
04. R.J.B.
TRACT 16495-1
ACEBARK STREET
.
SCALE:
1" = 40'
15-1006317i--:
DRAWING N0. 0
D TE: 351 % ��
PLANNING ■ DESIGN ■ CONSTRUCTION
QRpFESS]ON9
3536 CONCOURS, SUITE 220
p C.
fWF
ONTARIO, CALIFORNIA 91764-5592
909.581.0196 ■ FAX 909.581.0192 www.RBF.com
W No.63494
CONSULTING
Exp. 9/30/06
PRE E UN R T
SUP ISI N OF:
sr
9TF
c
OF C pVl``��
DATE:
MATT EW C. HICKS
RCE N 63494 EXP. 09-30-06
-- "-
40' 80'
GRAPHIC SCALE. 1"=40'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
M.E.
DESIGNED BY:
R.A,
CHECKED B
04. R.J.B.
TRACT 16495-1
ACEBARK STREET
.
SCALE:
1" = 40'
15-1006317i--:
DRAWING N0. 0
D TE: 351 % ��