HomeMy WebLinkAbout3525-722 23 24 25
Lu
—7—
HACKBERRY LANE
o +1
o V
+
N
4 17+74.92 ST STA CB NO. I-6
W=3.5' V=7.5'
LOCAL DEPRESSION PER
STREET IMP. PLN fS
59
L T "1-6"
R/�
11 SEE PROFILE ABOVE
1
27
REV.
STORM DRAIN DATA
(1 350D )
ENGR.
DELTA
BRG
RADIUS LENGTH
REMARK
1
N89 29
25 E
-- 548.53
5
2
&-- 60000 00
22.50 23.56
LINE I
3
N N
\
-- 3.39
LINE I
4
N31 01
35 E
-- 16.65 I
m
R/W
4 26+
9.41 lNT LIN
-- 28.95
=10 00.00 INT LA
=10 00-00A INT LA
L=4. 0' LAY
11 SEE PROFILE
"1-6"
"1-7"
I-7"
ABOVE
1
27
11
b
STA 17+16.62 - � CB
L=7.0' V-=4.5'
LOCAL DEP' ESSION PER
STREET IMF. PLANS
79
�F
w
0
LO ST STA 18+99.42 - CB
`0W=3.5' V=7.5'
N LOCAL DEPRESSION PER
STREET IMP. PLANS
4
2
27+41.44 BC
A
��pFESSfpyq
4�P��EW C.
No.63494
Exp. Sept. 30, 2008
s
CIV iL �P MATTHEW C. HICKS
ALw4��� RCE NO. 63494 EXP. 09-30-08
CONSTRUCTION NOTES
11 CONSTRUCT 24" 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 2
. 4-- 1_
REV.
STORM DRAIN DATA
(1 350D )
ENGR.
DELTA
BRG
RADIUS LENGTH
REMARK
1
N89 29
25 E
-- 548.53
LINE I
2
&-- 60000 00
22.50 23.56
LINE I
3
N29 29
\
-- 3.39
LINE I
4
N31 01
35 E
-- 16.65 I
m
11
b
STA 17+16.62 - � CB
L=7.0' V-=4.5'
LOCAL DEP' ESSION PER
STREET IMF. PLANS
79
�F
w
0
LO ST STA 18+99.42 - CB
`0W=3.5' V=7.5'
N LOCAL DEPRESSION PER
STREET IMP. PLANS
4
2
27+41.44 BC
A
��pFESSfpyq
4�P��EW C.
No.63494
Exp. Sept. 30, 2008
s
CIV iL �P MATTHEW C. HICKS
ALw4��� RCE NO. 63494 EXP. 09-30-08
CONSTRUCTION NOTES
11 CONSTRUCT 24" 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 2
. 4-- 1_
a
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: I"=40' Q
Q
OQ�pFESS1py9
TW ❑ WORKING
BEFORE „.� DAYS BEFORE
YOU DIG Y❑u DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
STORM DRAIN DATA
(1 350D )
ENGR.
DELTA
BRG
RADIUS LENGTH
REMARK
1
N89 29
25 E
-- 548.53
LINE I
2
&-- 60000 00
22.50 23.56
LINE I
3
N29 29
25 E
-- 3.39
LINE I
4
N31 01
35 E
-- 16.65 I
LINE I
5
N25 45
26 W
-- 28.95
LINE I
a
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: I"=40' Q
Q
OQ�pFESS1py9
TW ❑ WORKING
BEFORE „.� DAYS BEFORE
YOU DIG Y❑u DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
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.
�����w �'
�� N �,
N°' s34/0
Exp. 9/30/06
'
s �
r �I V i�- �
ATF OF C pNE
�"" , PLANNING N DESI13N ■ CONSTRUCTION
�✓' 3536 CONCOURS, SUITE 220
ONTARIO CALIFORNIA 91764-5592
909.581.019:5 ■ FAX 909.581.0192 ■ www.RBF.com
13 0 0
CONSULT G
PREP RED. N ERV ION OF:
DATE: el
CITYOF FONTANA, CALIFORNIA
STORM DRAM IMPROVEMENT PLATS
DRAWN BY:
J.S.
TRACT 16495
n
- LIME I , LAT --7D-511 , LAT D-6
LA //'D-�" LAT_ "I-7"
, ,
SCALE:„ = 40'
JOB NUMBER
15-100634
DESIGNED BY: -
1
ADD HYDRAULIC DATA TO PROFILE; RECORD DWG,;
03/08
MCH
Irl
PP VE
DRAWING N0. 7
3525 7
CHECKED gYM
�JjR.J.
REV. SHEET REFERENCE
MATT W C. HICKS RCE NO. 63494 EXP. 09-30-06
RI ARDO SANDOVAL R.C.E. 51152 DATE:
.■