HomeMy WebLinkAbout3676-2%�O( J
• 6g
17
I
16
/
I/
J
�
UO
0
Q
DELTA
RADIUS
LENGTH
TANGENT
A
°o
3
N
41-
O
`°�'
o
109'5953"
15�
119.03
�a)00
N_
N
90'00'00"
9
18
lq-
-
89J,3'12"
35.00
mar)
34.73
z
90'2648" L
0
19
14
20
CONSTRUCTION NOTES:
SCALE IN FEET
40 80 120 1
� J
m Lc� 6'
�7 No 12' 3'
13 12 11 8 10 9 8 7 6 5 4 3 �� 2 �_ Q)
J O
R/W i
0 OZ
FH 4H
t CL PROP C&G cry CL 2 6 1 5 OZ
1 PROP 8 WATER _ N89'44'42"E I 1 4
- --
52-
19
/ --- PROP C&G J - - 1 l - 16 1�7 _ 1�
6 1
1 PROP 8" SEWER r N 1 2 0
21
3 I 1& CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" COMPACTED 959'
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
7-1 (2>- CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003.
4o -CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105
MODIFIED TO 10' WIDE.
TOKA Y A VENUE CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
SEE SHT 3 (D -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015.
7�CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
W = 16' UNLESS NOTED ON PLAN.
(S) --INSTALL STREET LIGHT 5800 LUMEN (70 WATT; SCE#17) PER CITY STD.
PLAN NO. 1016.
CURVE
TABLE
UO
0
CURVE
DELTA
RADIUS
LENGTH
TANGENT
A
y
O
89.54
57.00
`°�'
o
109'5953"
15�
119.03
�a)00
N_
N
90'00'00"
37.00
L6
lq-
-
89J,3'12"
35.00
54.71
34.73
E
90'2648" L
0
55.25
19
14
20
CONSTRUCTION NOTES:
SCALE IN FEET
40 80 120 1
� J
m Lc� 6'
�7 No 12' 3'
13 12 11 8 10 9 8 7 6 5 4 3 �� 2 �_ Q)
J O
R/W i
0 OZ
FH 4H
t CL PROP C&G cry CL 2 6 1 5 OZ
1 PROP 8 WATER _ N89'44'42"E I 1 4
- --
52-
19
/ --- PROP C&G J - - 1 l - 16 1�7 _ 1�
6 1
1 PROP 8" SEWER r N 1 2 0
21
3 I 1& CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" COMPACTED 959'
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
7-1 (2>- CONSTRUCT 6" CF CURB & GUTTER PER CITY STD. PLAN NO. 1003.
4o -CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105
MODIFIED TO 10' WIDE.
TOKA Y A VENUE CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
SEE SHT 3 (D -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015.
7�CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
W = 16' UNLESS NOTED ON PLAN.
(S) --INSTALL STREET LIGHT 5800 LUMEN (70 WATT; SCE#17) PER CITY STD.
PLAN NO. 1016.
.cam......... .
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
22
23
24
25
M
R/W
27
KATHERINE S TREE T
INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
10 INSTALL R1 STOP SIGN WITH LIMIT LINE & "STOP" LEGEND.
(11 -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109.
12 ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130.
o -CONSTRUCT 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED 959'
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER APWA STD.
PLANS 300-2 & 313-1 (CASE A). JOIN 4X4' BOX DRAIN USING APWA STD. 314-2.
CONSTRUCT 4 -BARREL (EACH BARREL 4' WIDE, 0.5' HIGH) BOX DRAIN, USE
USE L.A. C. D. P. W. STD PLAN 3053-0.
CONSTRUCT 12" GROUTED ROCK RIP -RAP.
M
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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.
RFL. nw r,. tt A4 IIif9
Ve
CURVE
TABLE
UO
0
CURVE
DELTA
RADIUS
LENGTH
TANGENT
A
90100'00"
57.00
89.54
57.00
B
109'5953"
62.00
119.03
88.54
C
90'00'00"
37.00
58.12
37.00
D
89J,3'12"
35.00
54.71
34.73
E
90'2648" L
35.00
55.25
35.27
F
9'5956" 1
112.00
19.55
9.80
.cam......... .
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
22
23
24
25
M
R/W
27
KATHERINE S TREE T
INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
10 INSTALL R1 STOP SIGN WITH LIMIT LINE & "STOP" LEGEND.
(11 -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109.
12 ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130.
o -CONSTRUCT 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED 959'
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER APWA STD.
PLANS 300-2 & 313-1 (CASE A). JOIN 4X4' BOX DRAIN USING APWA STD. 314-2.
CONSTRUCT 4 -BARREL (EACH BARREL 4' WIDE, 0.5' HIGH) BOX DRAIN, USE
USE L.A. C. D. P. W. STD PLAN 3053-0.
CONSTRUCT 12" GROUTED ROCK RIP -RAP.
M
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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.
RFL. nw r,. tt A4 IIif9
Ve
BENCH MARK:
T 5 �I
�" THESE RECORD DRAWINGS HAVE BEEN PPf`
' �j
UO
0
THE BEARING OF N00'15'10"E ALONG
PART, ON THE BASIS OF INrORMATION COk9PYARFCND
FURNISHED
g
THE CENTERLINE OF CATAWBA AVENUE,
BY OTHERS. THE ENGINEER WILL NO' BE
733Q' o
29 30 31 32 1
PER TR. NO 1 1 151, M.B. 164/94-96,
BEARINGS
• RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
�'
Wo
WAS USED AS THE BASIS OF
HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS
ELEVATION: # 1195.57
9 I
�
U
W
CITRUS AVENUE
SEE SHT 3
Prepared Under The Supervision Of :
CITY OF FONTANA. CALIFORNIA
Q .. Fy IONS
CO
< w
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
a 3N 0 j63 i _
�
RECORD DRAINING
p
BENCH MARK:
BASIS OF BEARINGS:
�" THESE RECORD DRAWINGS HAVE BEEN PPf`
' �j
'PK' IN LEAD S0. OF SE CUR
PK NAIL B
THE BEARING OF N00'15'10"E ALONG
PART, ON THE BASIS OF INrORMATION COk9PYARFCND
FURNISHED
RETURN ®CITRUS AVE. &
THE CENTERLINE OF CATAWBA AVENUE,
BY OTHERS. THE ENGINEER WILL NO' BE
FONTANA AVE.
PER TR. NO 1 1 151, M.B. 164/94-96,
BEARINGS
• RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
�'
WAS USED AS THE BASIS OF
HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS
ELEVATION: # 1195.57
FOR THIS PLAN
0 a A RESULT THEREOF.
U
Prepared Under The Supervision Of :
CITY OF FONTANA. CALIFORNIA
Q .. Fy IONS
CO
< w
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
STREET IMPROVEMENT PLAN
DRAWN BY
dM/MA
KA THERINE STREET
SCALE.
AS SHOWN
�O� SG Gy
6j 3 No. 36637 c
760-A S. ROCHESTER AVENUE
ONTARIO, CA 91761
DESIGNED BY.•
DATE.
* Exp: 06-30-06
PHONE (909) 937-9151
TRACT No. 16600
J�9
JUNE 2004
CIV
TFOFCA L�FO�
ate % O
CHECKED BY.•
D B
DRAWING NO.
2
RCE 637 EXP. 0 -30-06
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3676
WENDEL L L. I WA TSURU
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6
Cl ENGINE R. C. E. 51152 DATE