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37.03
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DIAL TWO WORKING
BEFORE ����� DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
ADD HYDRAULIC DATA TO PROFILE: RECORD DWG 1 04/08 I ffiff
:
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.
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BEFORE ����� DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
ADD HYDRAULIC DATA TO PROFILE: RECORD DWG 1 04/08 I ffiff
:
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.
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DRAIN
W �
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DELTA BRG
RADIUS
LENGTH REMARK
1
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103.62
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12
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&-- 18041 54
506.00
165.13
9
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--
83.21
10
N42 0 33'20"E
--
24.69
12
N45 32 18 W
--
37.03
13
N44 0 27 rT2E
--
20.06
14 1
IN 9900'45"E
--
19.52
15 1
N 6 3 9 09 36 E
--
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28.88
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CD
No. 63494
Exp. Sept. 30, 2008
•
DATE:
� �
MA HEW C. HICKS
CIVIL �Q'
�IFOF
RCE N0. 63494 EXP. 09-30-08
CAUF���
Q
0
DIAL TWO WORKING
BEFORE ����� DAYS BEF❑RE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
ADD HYDRAULIC DATA TO PROFILE: RECORD DWG 1 04/08 I ffiff
:
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.
`- --EXIST. P/L
16
w
--
EXI T
S. R
W
--- ----
EXIST. 84" SD _ -
E DWG 2912
. _
�' .. EXIST. R1W -
�Q o oz o ,3 IIS
CE
v �
PROFILE SCALE
. ° HORIZ. 1" 40'
VERT. 1" = 4'
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
32 CONSTRUCT 84" RCP (D -LOAD PER PROFILE)
36 CONSTRUCT 96" RCP (D -LOAD PER PROFILE)
37 CONSTRUCT 102" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
42 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 320-1 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA STD PLAN 332-1 CASE 1 SHOWN ON SHEET 4 E
46 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHT. 2 Q-
47 CONSTRUCT TRANSITION STRUCTURE 102" TO RCB
PER APWA STD PLAN 342-1 PER DETAIL ON SHEET 2
CONSTRUCT 5' RCB PER CALTRANS STD. D -80A & D -80B
48 SHOWN ON SHT 2.
40' 30' 20' 10' 0' 40' 80'
z
GRAPHIC SCALE. 1"=40' a
J
PLANNINQ O DESIQN ® CONSTRUCTION CITY OF /V'
FOTANAv ACTOR'
QRpFESS)pN 3536 CONCOURS, SUITE 220
G 9� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
909.581.0196 FAX 909.581.0192 www.RBF.com
u' z DRAWN BY: SCALE:
No.63494 CONSULTINGJ.S. LINE; "All
8 LINE "C" 1" = 40'
Exp. 9/30/06 JOB NUMBER
sr CI V 1� `� PREPAR U R T U E ISION OF: DESIGNED BY: TR �C 6495-1 15-100534
9lF OF C R�1�`DATE: CHECKED YS PPR EDB DRAWING N0. 5 Q
B 3519
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. . IC nn SANT AI R . F 1 2
ti
DRAIN
W �
N
� a
� o
DELTA BRG
RADIUS
LENGTH REMARK
1
&--01'54'22-
O
16.63
�W
N87 0 33 20 E
--
103.62
4,44 CO
Q
ova
O
C9
n
"j�
OAzm r
N88 37 00 E
`- --EXIST. P/L
16
w
--
EXI T
S. R
W
--- ----
EXIST. 84" SD _ -
E DWG 2912
. _
�' .. EXIST. R1W -
�Q o oz o ,3 IIS
CE
v �
PROFILE SCALE
. ° HORIZ. 1" 40'
VERT. 1" = 4'
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
32 CONSTRUCT 84" RCP (D -LOAD PER PROFILE)
36 CONSTRUCT 96" RCP (D -LOAD PER PROFILE)
37 CONSTRUCT 102" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
42 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 320-1 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA STD PLAN 332-1 CASE 1 SHOWN ON SHEET 4 E
46 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHT. 2 Q-
47 CONSTRUCT TRANSITION STRUCTURE 102" TO RCB
PER APWA STD PLAN 342-1 PER DETAIL ON SHEET 2
CONSTRUCT 5' RCB PER CALTRANS STD. D -80A & D -80B
48 SHOWN ON SHT 2.
40' 30' 20' 10' 0' 40' 80'
z
GRAPHIC SCALE. 1"=40' a
J
PLANNINQ O DESIQN ® CONSTRUCTION CITY OF /V'
FOTANAv ACTOR'
QRpFESS)pN 3536 CONCOURS, SUITE 220
G 9� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
909.581.0196 FAX 909.581.0192 www.RBF.com
u' z DRAWN BY: SCALE:
No.63494 CONSULTINGJ.S. LINE; "All
8 LINE "C" 1" = 40'
Exp. 9/30/06 JOB NUMBER
sr CI V 1� `� PREPAR U R T U E ISION OF: DESIGNED BY: TR �C 6495-1 15-100534
9lF OF C R�1�`DATE: CHECKED YS PPR EDB DRAWING N0. 5 Q
B 3519
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. . IC nn SANT AI R . F 1 2
STORM
DRAIN
DATA TABLE
DELTA BRG
RADIUS
LENGTH REMARK
1
&--01'54'22-
500.00
16.63
2
N87 0 33 20 E
--
103.62
3
- 01054'22"
500.00
16.63
4
N88 37 00 E
--
106.17
5
&-- 89 09 18
45.00
70.02
6
N88 42 21 E
--
32.91
7
N89 0 27 42 E
--
317.79
8 1
&-- 18041 54
506.00
165.13
9
N71 0 50'24"W
--
83.21
10
N42 0 33'20"E
--
24.69
12
N45 32 18 W
--
37.03
13
N44 0 27 rT2E
--
20.06
14 1
IN 9900'45"E
--
19.52
15 1
N 6 3 9 09 36 E
--
20.04
16 1
N06 46 36 W
--
28.88
`- --EXIST. P/L
16
w
--
EXI T
S. R
W
--- ----
EXIST. 84" SD _ -
E DWG 2912
. _
�' .. EXIST. R1W -
�Q o oz o ,3 IIS
CE
v �
PROFILE SCALE
. ° HORIZ. 1" 40'
VERT. 1" = 4'
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
32 CONSTRUCT 84" RCP (D -LOAD PER PROFILE)
36 CONSTRUCT 96" RCP (D -LOAD PER PROFILE)
37 CONSTRUCT 102" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
42 CONSTRUCT MANHOLE TO PIPE PER APWA
STD PLAN 320-1 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA STD PLAN 332-1 CASE 1 SHOWN ON SHEET 4 E
46 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHT. 2 Q-
47 CONSTRUCT TRANSITION STRUCTURE 102" TO RCB
PER APWA STD PLAN 342-1 PER DETAIL ON SHEET 2
CONSTRUCT 5' RCB PER CALTRANS STD. D -80A & D -80B
48 SHOWN ON SHT 2.
40' 30' 20' 10' 0' 40' 80'
z
GRAPHIC SCALE. 1"=40' a
J
PLANNINQ O DESIQN ® CONSTRUCTION CITY OF /V'
FOTANAv ACTOR'
QRpFESS)pN 3536 CONCOURS, SUITE 220
G 9� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
909.581.0196 FAX 909.581.0192 www.RBF.com
u' z DRAWN BY: SCALE:
No.63494 CONSULTINGJ.S. LINE; "All
8 LINE "C" 1" = 40'
Exp. 9/30/06 JOB NUMBER
sr CI V 1� `� PREPAR U R T U E ISION OF: DESIGNED BY: TR �C 6495-1 15-100534
9lF OF C R�1�`DATE: CHECKED YS PPR EDB DRAWING N0. 5 Q
B 3519
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J. . IC nn SANT AI R . F 1 2