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WARP 5' SIDEWALK TO WATCH
TOP OF CURB AND G.B. LINO
I.^
00
cr
d -;d a
mm
a=:) W
I" #
A
DRIVEWAY APPROACH WIDTH - PER PLAN
W 11
WARP 5' SIDEWALK TO WITCH
TOP OF CURB AND G.B. LINES WARP SIDEWALK TO WATCH
TOP OF CURB AND G.B. LINES
CATAWBA AVENUE
MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
BEEN INCREASED AS SHOWN TO PROVIDE FOR
FOR BETTER TRUCK ACCESS.
1'
W
�A Z
p � J
N �
CF R/W
W
Z
A
DRIVEWAY APPROACH WIDTH - PER PLAN
En
w
0' CF
STY
0' CF
R/W CA
TRAVEL N
ADA
PATH
TRAVEL N
BREAK
PROP
9
G
BREAK
0' ,�,�
FLOW
LME
� Q 0' CF
0' ,��,
alla 0' CF
16 ROP
�
FLOW
LME
1�
RADIUS
PVP
RADIUS
RADIUS
—
1,
z
PER PI:AN
PLAN
z
o
LU
F=
to
w
M
U
V)
A
U z
19
REMOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA
REMOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA
CATAWBA AVENUE
MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
BEEN INCREASED AS SHOWN TO PROVIDE FOR
FOR BETTER TRUCK ACCESS.
1'
W
�A Z
p � J
N �
CF R/W
W
Z
A
DRIVEWAY APPROACH WIDTH - PER PLAN
En
w
SECTION A -A=
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
CITRUS AVENUE
DETAILED SPECIFIC MODIFICATIONS TO C/T Y OF FOI V TANA STD. PLAN 1002
20.5' CITRUS AVENUE GUTTER
20.5' SANTA ANA AVENUE 18" WIDE
14.5' CATAWBA AVENUE
DISTURBED R.O.W. .
+ i -FLOW
o w
LLJ Elf
z c5
`18' WIDE
PERVIOUS
CONCRETE ".GUTTER...
FLOW =
PERVIOUS
0.'
34' CATAWBA AVE / 34'
NOT TO SCALE
NNTA ANA AVE / 28' CITRUS AVEN
6' LANDSCAPE
5'
CONCRETE SIDEWALK
N.T.S.
GUTTER (PLAN VIEW
R.O.W.
DISTURBED R.O.W.
a
cr
LC
r
WARP SIDEWALK TO WATCH I
TOP OF CURB AND G.B. LINES
f=3
t
04
N �
z
W
CL
a O
jx Q-
C-) m zir
O V
34' CATAWBA AVE / 34' SANTA ANA AVE / 28' CITRUS AVENUE
EXIST EXIST
W'LY ETY
12' 32' 32' 12'
4' 8' 3 5 5' GRIND &
OVERLAY 20
PAVEP 9 EXIST
---I - --_- _ PAVE -
EXIST
C&G
18 19 C&G
W� 16
CITRUS AVENUE
TYPICAL SECTION
T.I. =7-9 N.T.S.
EXIST EXIST
W'LY ETY
12' 32' 32' 12'
Y. 8' 16' 5' GRIND & 20
OVERLAY
EXIST
L - - - - - PAVE - - I
PROP
PAVE 9 ��
I� 18 19 C&G
IN WROP 16
CITRUS AVENUE
TYPICAL SECTION
T.I. =7-9 N.T.S.
PUBLIC R.O.W.
GEOTEXTILE FABRIC 24' WIDE
SECTION A -A
N.T.S.
PERI /IOUS GUTTER DETAIL
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
STANDARDS IN EFFECT.
EXIST
0 CF
in ADA PATH
STY
pCF
R/W CA
TRAVEL N
OVERLAY
8' 6.5' '
6'
BREAK
PROP
9
PAVE
—G
0' ,�,�
FLOW
LME
� Q 0' CF
C&G
r�
16 ROP
RADIUS
RADIUS
PVP
TYPICAL SECTION
—
1,
z
=7-9
O
w V
LU
F=
to
A
= z
U a
19
REMOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA
SECTION A -A=
NOTE
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
CITRUS AVENUE
DETAILED SPECIFIC MODIFICATIONS TO C/T Y OF FOI V TANA STD. PLAN 1002
20.5' CITRUS AVENUE GUTTER
20.5' SANTA ANA AVENUE 18" WIDE
14.5' CATAWBA AVENUE
DISTURBED R.O.W. .
+ i -FLOW
o w
LLJ Elf
z c5
`18' WIDE
PERVIOUS
CONCRETE ".GUTTER...
FLOW =
PERVIOUS
0.'
34' CATAWBA AVE / 34'
NOT TO SCALE
NNTA ANA AVE / 28' CITRUS AVEN
6' LANDSCAPE
5'
CONCRETE SIDEWALK
N.T.S.
GUTTER (PLAN VIEW
R.O.W.
DISTURBED R.O.W.
a
cr
LC
r
WARP SIDEWALK TO WATCH I
TOP OF CURB AND G.B. LINES
f=3
t
04
N �
z
W
CL
a O
jx Q-
C-) m zir
O V
34' CATAWBA AVE / 34' SANTA ANA AVE / 28' CITRUS AVENUE
EXIST EXIST
W'LY ETY
12' 32' 32' 12'
4' 8' 3 5 5' GRIND &
OVERLAY 20
PAVEP 9 EXIST
---I - --_- _ PAVE -
EXIST
C&G
18 19 C&G
W� 16
CITRUS AVENUE
TYPICAL SECTION
T.I. =7-9 N.T.S.
EXIST EXIST
W'LY ETY
12' 32' 32' 12'
Y. 8' 16' 5' GRIND & 20
OVERLAY
EXIST
L - - - - - PAVE - - I
PROP
PAVE 9 ��
I� 18 19 C&G
IN WROP 16
CITRUS AVENUE
TYPICAL SECTION
T.I. =7-9 N.T.S.
PUBLIC R.O.W.
GEOTEXTILE FABRIC 24' WIDE
SECTION A -A
N.T.S.
PERI /IOUS GUTTER DETAIL
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
STANDARDS IN EFFECT.
EXIST
EXIST
STY
STY
R/W CA
Rf
PROP 2'44'
DEDICATION 12' 22' 5' GRIND &
6' 6.5 ( OVERLAY
/ PAVE
SANTA ANA AVENUE
TYPICAL SECTION
T.I. =7-9 N.T.S.
EXIST
R LY
32'
EXIST
CA R/W
6'
28'
PROP
R/W
PROP 4'
20 5' GRIND &
20' 12
DEDICATION
OVERLAY
8' 6.5' '
6'
EXIST
PROP
9
PAVE
PAVE
-
EXIST
19 18 C&&GP
C&G
16 ROP
A1K
CATAWBA AVENUE
TYPICAL SECTION
N.T.S.
T.I.
=7-9
5.00' MIN. WIDTH T.I. =i79
SEE PLAN SHEETS z
FOR LIMITS
U
I
3
JOIN 0.10• v� JOIN
EXIST. A.C. PROP. A.C.
EXIST. AC - -----
PAVEMENT
COLD PLANE 0.10'
& CONSTRUCT 0.10' MIN.
VARIABLE AC OVERLAY.
GRIND AND OVERLAY DETAIL62
N.T.S.
O O� Prepared Under The Supervision Of
Thieves Engineering, Inc.
G�~ F CML ENG/NEER/NG - LAND SURWWIVG
14349 f7RES70NE BOULEVARD
LA M/R4LK CAUFURNA 906.38
* RC.E. NO. 56155 * P1L(714)521-4811 FAX(714)521-4173
sn Exp. 12-31-16 Q
9�F C V 1VDate : 3 0
�F C A��F
fik—
REINHARD STENZEL RCE NO. 56155
WD/D# 8-36C375148 OR 15-08
CITY OF FO NTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
W" GP SEEFRIED FONTANA P.M. 19659 SHOWN
SANTA ANA AVENUE, CITRUS AVENUE. & CATAWBA AVENUE
G"ED BY: DET SHEET DATECID
GP
CKED BY:
APPR /�o
DRAWING NO.: $
tu1R TTY INE R DATE: 3.2g • 2 x
11 2 9 s