HomeMy WebLinkAbout3519-613 14
10+54.50 ST STA � CB NO. A-:
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DATE
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DATE
Q
RADIUS
LENGTH REMARK
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134.51
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100.57
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REV. REVISION DESCRIPTION
DATE
Em, am
CITY
DATE
DELTA BRG
RADIUS
LENGTH REMARK
1
_ '-8A DW
* . ,, RIO
f Q
RED ASH CT N
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REV. REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
DELTA BRG
RADIUS
LENGTH REMARK
1
LIME "D"
--
134.51
2
0 1904U 00
293.00
100.57
3
1904U 00
307.00
105.38
4
SEE SHEET 8
..
133.00
5
&-- 90 00 00
45.00
70.69
6
N18 55 29 E
--
21.83
7
N44 27 42 E
--
Z ADD HYDRAULIC DATA TO PROFILE: RECORD DWG
04/08
N89 27 42 E
--
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11
UNDERWOOD DRIVE
1 II 68' I NW I
1
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4!
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
35 CONSTRUCT 90" RCP (D -LOAD PER PROFILE)
OCONSTRUCT 96" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
E
a
GD+
No. 63494 DATE:
Exp. Sept. 30, 2001 •
MAT HEW C. HICKS >
�lq CIVIL ���' RCE NO. 63494 EXP. 09-30-08
J
OF C 40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: =40' Q
1 "
J
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.
r
PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF F0 TA A, CALIFORNIA Q
C
v i U
QO F E S S10 3536 CONCOURS, SUITE 220 �
9� ONTARIO, CALIFORNIA 91764-5592 STORK DRAIN IMPROVEMENT PLANS
�`-w C yf� �yc ® 909.581.0195 ■ FAX 909.581.0192 w►ww.RBF.com
J, z DRAWN BY:"All
p SCALE: " o
'" CONSULTING J.S. LIEGE "A" 1 = 40 �
w No.63494 ^� JOB NUMBER
-7,,T
,
EXP. 9/30/0s PREPA D ER THE E SiON OF: DESIGNED BY: R t 16495-1 15-100634 Q
sr cI V I\-�� J APMPV ED DRAWING N0.6 Q
OF Ct`�l�,DATE: 4'13' - CHECKED B � -� .Orf
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. RICARDO SAND AL .C.E. 5115 DATE: 3519 2
2
'
DRAIN
DATA TABLE
DELTA BRG
RADIUS
LENGTH REMARK
1
LIME "D"
--
134.51
2
0 1904U 00
293.00
100.57
3
1904U 00
307.00
105.38
4
SEE SHEET 8
..
133.00
5
&-- 90 00 00
45.00
70.69
6
N18 55 29 E
--
21.83
7
N44 27 42 E
--
18.64
8
N89 27 42 E
--
27.18
R/W
"R
Ze
18+3717 INT LINE
"A"
m
I
=10+00.00 INT LAT
"A5"
LAT "A-5"
SEE PROFILE SHEET 12 11
14+54.08 ST STA q CB NO. A-
5
L=21.0' V=8.30'
LOCAL DEPRESSION PER
STREET IMP. PLANS
6
18+57.22 EC
=Q
_ IIIA TCHLINE - SEE SHEET 7
UNDER WOOD DRI VE
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C.
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4!
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
35 CONSTRUCT 90" RCP (D -LOAD PER PROFILE)
OCONSTRUCT 96" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
E
a
GD+
No. 63494 DATE:
Exp. Sept. 30, 2001 •
MAT HEW C. HICKS >
�lq CIVIL ���' RCE NO. 63494 EXP. 09-30-08
J
OF C 40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: =40' Q
1 "
J
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.
r
PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF F0 TA A, CALIFORNIA Q
C
v i U
QO F E S S10 3536 CONCOURS, SUITE 220 �
9� ONTARIO, CALIFORNIA 91764-5592 STORK DRAIN IMPROVEMENT PLANS
�`-w C yf� �yc ® 909.581.0195 ■ FAX 909.581.0192 w►ww.RBF.com
J, z DRAWN BY:"All
p SCALE: " o
'" CONSULTING J.S. LIEGE "A" 1 = 40 �
w No.63494 ^� JOB NUMBER
-7,,T
,
EXP. 9/30/0s PREPA D ER THE E SiON OF: DESIGNED BY: R t 16495-1 15-100634 Q
sr cI V I\-�� J APMPV ED DRAWING N0.6 Q
OF Ct`�l�,DATE: 4'13' - CHECKED B � -� .Orf
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. RICARDO SAND AL .C.E. 5115 DATE: 3519 2
2
STORM
DRAIN
DATA TABLE
DELTA BRG
RADIUS
LENGTH REMARK
1
N00 32 18 W
--
134.51
2
0 1904U 00
293.00
100.57
3
1904U 00
307.00
105.38
4
N00 32 18 W
--
133.00
5
&-- 90 00 00
45.00
70.69
6
N18 55 29 E
--
21.83
7
N44 27 42 E
--
18.64
8
N89 27 42 E
--
27.18
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4!
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
35 CONSTRUCT 90" RCP (D -LOAD PER PROFILE)
OCONSTRUCT 96" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
E
a
GD+
No. 63494 DATE:
Exp. Sept. 30, 2001 •
MAT HEW C. HICKS >
�lq CIVIL ���' RCE NO. 63494 EXP. 09-30-08
J
OF C 40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: =40' Q
1 "
J
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.
r
PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF F0 TA A, CALIFORNIA Q
C
v i U
QO F E S S10 3536 CONCOURS, SUITE 220 �
9� ONTARIO, CALIFORNIA 91764-5592 STORK DRAIN IMPROVEMENT PLANS
�`-w C yf� �yc ® 909.581.0195 ■ FAX 909.581.0192 w►ww.RBF.com
J, z DRAWN BY:"All
p SCALE: " o
'" CONSULTING J.S. LIEGE "A" 1 = 40 �
w No.63494 ^� JOB NUMBER
-7,,T
,
EXP. 9/30/0s PREPA D ER THE E SiON OF: DESIGNED BY: R t 16495-1 15-100634 Q
sr cI V I\-�� J APMPV ED DRAWING N0.6 Q
OF Ct`�l�,DATE: 4'13' - CHECKED B � -� .Orf
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. RICARDO SAND AL .C.E. 5115 DATE: 3519 2
2