HomeMy WebLinkAbout3519-1116 17
18
JUNEBERRY LANE
11ATCHLINE - SEE SHT 10
1724)
mo,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1
20
1
21
REV.
REVISION DESCRIPTION
DATE
ENGR. CITY
DATE
DELTA BRG
RADIUS
LENGTH REMARK
1
a 90'23'42-45.00
71.00
2
N89 04 00 E
--
615.34
5
a 90 00 00
45.00
70.69
6
N00 56 00 W
--
64.63
7
d= 45'00'00"22.50
17.67
8
N65 56 00 W
--
13.85
9
N44 04'00"E
--
p
ADD HYDRAULIC DATA TO PROFILE: RECORD DWG.
04/08
--
(T7it
1
22
1
23
R/V
18+13.26 ST STA q CB NO. B-1
L=3.5' V= 7.00'
1 n/lAI nC'DDCCCInAI DCD
ZOow
J j Q�
1
24
SNOW BELL PLACE
6j'
-RIW F
''.
': 3..,.�„ 1 —A n'
1
25
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
14 CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
43 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 321-1 SHOWN ON SHEET 3
49 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 331-2 SHOWN ON SHEET 4
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
` MATTHEW C. HICKS
J� CIVIt- RCE N0. 63494 EXP. 09-3008 40' 30' 20' 10' 0' 40' 80'
9TF0F CAUFC$ o
GRAPHIC SCALE. 1"=40' za
J
PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FO ' CALIFORNIA �
Qv4T E S S 1 pN *!.f 3536 CONCOURS, SUITE 220 v �/
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w 9� ONTARIO, CALIFORNIA 91764-5592 STORMDRAIN IMPROVEMENT PLANS
� ��- 909.581.0196 FAX 909.581.0192 www.RBF.com
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY: SCALE: ,
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �' 1 - 40
.,
No. 63494 CONSULTING J.S. LI` �����
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS Exp. 9/30/06 � JOB NUMBER
CONFORMANCE WITH CONDITIONS AND s PREPARED D HE P V 10 F: DESIGNED BY: T R '� X495-1 15-100634
TO BRING THEM INTO CO r9 civ v �� ��� �,/ J • PP VED DRAWING NO.11 Q
STANDARDS IN EFFECT. TF OF C p%Fo DATE: 4'3 �`i' CHECKED B
- /O ' 3519 12
MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06 R • J • • RICARDS -O SA DO AL R.C.E. 51152 DATE:
STORM
DRAIN
DATA TABLE
DELTA BRG
RADIUS
LENGTH REMARK
1
a 90'23'42-45.00
71.00
2
N89 04 00 E
--
615.34
5
a 90 00 00
45.00
70.69
6
N00 56 00 W
--
64.63
7
d= 45'00'00"22.50
17.67
8
N65 56 00 W
--
13.85
9
N44 04'00"E
--
17.24 '
10
N44 04 00 E
--
20.06
11
N52 17 13 W
--
35.53
12
N44 04 00 E
--
20.06
13
N27 54 55 W
--
29.39
14
N45 56 00 W
--
8.06
15
� 45 00 00
45.00
35.34
16
N00 56 00 W
--
29.23
CONSTRUCTION NOTES
11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
14 CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3
43 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 321-1 SHOWN ON SHEET 3
49 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 331-2 SHOWN ON SHEET 4
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
` MATTHEW C. HICKS
J� CIVIt- RCE N0. 63494 EXP. 09-3008 40' 30' 20' 10' 0' 40' 80'
9TF0F CAUFC$ o
GRAPHIC SCALE. 1"=40' za
J
PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FO ' CALIFORNIA �
Qv4T E S S 1 pN *!.f 3536 CONCOURS, SUITE 220 v �/
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w 9� ONTARIO, CALIFORNIA 91764-5592 STORMDRAIN IMPROVEMENT PLANS
� ��- 909.581.0196 FAX 909.581.0192 www.RBF.com
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY: SCALE: ,
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �' 1 - 40
.,
No. 63494 CONSULTING J.S. LI` �����
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS Exp. 9/30/06 � JOB NUMBER
CONFORMANCE WITH CONDITIONS AND s PREPARED D HE P V 10 F: DESIGNED BY: T R '� X495-1 15-100634
TO BRING THEM INTO CO r9 civ v �� ��� �,/ J • PP VED DRAWING NO.11 Q
STANDARDS IN EFFECT. TF OF C p%Fo DATE: 4'3 �`i' CHECKED B
- /O ' 3519 12
MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06 R • J • • RICARDS -O SA DO AL R.C.E. 51152 DATE: