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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
REMARK
1
N44 27 42 E
--
10.44
LINE
I
2
a= 45 00 00
45.00
35.34
LINE
I
3
N89 27 42 E
--
119.24
LINE
I
4
&- 64 50 27
22.50
25.46
LINE
I
5
&-- 64050'27"
45.00
50.93
LINE
1�
ADD HYDRAULIC DATA TO PROFILE. RECORD DWG.;
03/08
MCH
187.47
y t! Oil
I
REV. SHEET REFERENCE
A-- 90000'00"
45.00
70.69
LINE
10
R
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
16 CONSTRUCT 36" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 2
45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA SYD PLAN 331-2 SHOWN ON SHEET 2
46 CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-3
SHOWN ON SHEET 3
47 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION
PER APWA STD PLAN 308-1 SHOWN ON SHEET 3
STORM DRAIN DATA
(1,350D)
DELTA BRG
RADIUS
LENGTH
REMARK
1
N44 27 42 E
--
10.44
LINE
I
2
a= 45 00 00
45.00
35.34
LINE
I
3
N89 27 42 E
--
119.24
LINE
I
4
&- 64 50 27
22.50
25.46
LINE
I
5
&-- 64050'27"
45.00
50.93
LINE
I
6
N89 27 42 E
--
187.47
LINE
I
7
A-- 90000'00"
45.00
70.69
LINE
I
8
N00 32 18 W
--
57.20
LINE
I
9
&-- 10058'10"
294.00
56.29
LINE
I
10 1
N85 51 45 W
--
56.41
LAT
I-2
11
&-- 26 '2404
22.50
10.37
LAT
I-2
12
N59 27 42 E
--
2.32r-
LAT
I-2
13
N16 20 08 W
--
5.80
35.80'-
LAT
I-3
14
N16 39 45 W
--
88.44
LAT
I-1
15
N39 -18-30"E
--
15.95
LAT
I-10
R
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
16 CONSTRUCT 36" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 2
45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA SYD PLAN 331-2 SHOWN ON SHEET 2
46 CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-3
SHOWN ON SHEET 3
47 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION
PER APWA STD PLAN 308-1 SHOWN ON SHEET 3
A
QApFESS1Q
C el
h
Lu No.63494
- t 30 2008 DATE:
4-
ps
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4!
xP• P
MATTHEW C. HICKSJ
RCE NO. 63494 EXP. 09-30-08 40 30'20' 10' 0' 40' 80' o
EOF CAUF�
GRAPHIC SCALE: 1 "=40' Q
0
�
i o
PLANNING C
DESIGN ® ONSTRUCTION
CITY ®■ FON Y4 NA, CALIFORNIA Ci
QRp F E S S Io - 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o q� .ONTARIO, CALIFORNIA 91764-5592 STORK DRAM IMPROVEMENT ENT PLAN'S ��
�� hj F 909.581.0196 FAX 909.581.0192 www.PBF.com o
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� �N z o 0 o DRAWN BY: TRACT 16495 SCALE:" - 40' to
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , No .63494 CONSULTING J.S. S LIC'�E "i", LAT "I-1", "
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS 'AT I-2 ! JOB NUMBER
Exp. 9/30/06 !! !! f! f!
PREPARE UN T S I NOF: DESIGNED BY: LA 1- , III -loll 15-100634
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�9 C ] V I ���� ,,/% 0 • S APP VED B DRAWING NO. 5 <
STANDARDS IN EFFECT lF OF Cp�1�o DATE:-�-r/7- CHECKED BY: D
fg - y 3525
MATT EW HICKS f RCE NO. 63494 EXP. 09-30-06 iF%CR 3 RI ARDO SA OVAL R.C.E. 51152 DATE:
I
MANHOLE
DATA
MAINLINE
LATERALS
A
C
B
D1
D2
ELEV. R
ELEV. S
LINE
I
LAT "I-1"
--4-5-6-0--O'00"3.08
24"
36"
36"
1042.08
1042.02
LINE
"I"
LAT "I-2"
32°50'22"
4.62
24"
36"
36"
1043.53
1043.26
LINE
"I"
LAT "I-3"
66°28'13"
2.08'
24"
36"
36"
1043.53
1043.33
LINE
"I"
LAT "I-10"
50°09'12"
3.08'
24"
36"
---
1043.59
1042.62
LINE
"C"
LAT "I"
45
00 00'
5.13' 1
36"
90"
---
1038.68
1038.16
A
QApFESS1Q
C el
h
Lu No.63494
- t 30 2008 DATE:
4-
ps
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4!
xP• P
MATTHEW C. HICKSJ
RCE NO. 63494 EXP. 09-30-08 40 30'20' 10' 0' 40' 80' o
EOF CAUF�
GRAPHIC SCALE: 1 "=40' Q
0
�
i o
PLANNING C
DESIGN ® ONSTRUCTION
CITY ®■ FON Y4 NA, CALIFORNIA Ci
QRp F E S S Io - 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o q� .ONTARIO, CALIFORNIA 91764-5592 STORK DRAM IMPROVEMENT ENT PLAN'S ��
�� hj F 909.581.0196 FAX 909.581.0192 www.PBF.com o
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� �N z o 0 o DRAWN BY: TRACT 16495 SCALE:" - 40' to
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , No .63494 CONSULTING J.S. S LIC'�E "i", LAT "I-1", "
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS 'AT I-2 ! JOB NUMBER
Exp. 9/30/06 !! !! f! f!
PREPARE UN T S I NOF: DESIGNED BY: LA 1- , III -loll 15-100634
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�9 C ] V I ���� ,,/% 0 • S APP VED B DRAWING NO. 5 <
STANDARDS IN EFFECT lF OF Cp�1�o DATE:-�-r/7- CHECKED BY: D
fg - y 3525
MATT EW HICKS f RCE NO. 63494 EXP. 09-30-06 iF%CR 3 RI ARDO SA OVAL R.C.E. 51152 DATE:
I