HomeMy WebLinkAbout3525-6I I I I I 1 1
16 1f 18 19 20 21 22
ca I
_ R/W
W
LAT "1-8"
+ 1 SEE PROFILE A OV
2 N N
18+6 .40 INT LINE I"
=10+ 0.00 INT LAT 7-8"
(=10+00.00N INT LAT 1-9"
L=4.00'
4 T STA 14+06.02 CB NO. 1-9
W=7.0' V=6.0'I
LOCAL DEPRESSION PER
STREET IMP. PLANS
ST STA 14+3J,,.49 C CB NO./ - 4
W=7.0' V=.0'
LOCAL DEP -SSION PER 8"SS 21+2222 BC
STREET IMP. PLANS - DWG 3524 - -
4
PERSIMMON 14 LANE 3
LA "1-9" 1 4 - 21+92.20 EC INT LINE "1"
SEE PROFILE ABOVE =10+00.00 IIT LAT "1-4"
=10+00.00
IT LAT "1-5"
L=4.00'
41 ST ST 13+38.20 - C CB NO. 1-5
W= 7.0 V=1 1.0'
LOCAL DEPRESSION PER
STREET IMP PLANS
°..t ,.. r7 ,. 0
AT 9-5" 22+50.00
f 11 SEE PROFILE ABOVE MATCHLIIHE
't
��o \ PROFILE
ST STA 13+43.17 - CB
W=7.0' V=8.0'
1 LOCAL DEPRESSION PER
STREET IMP. PLANS
tz'.4
22+50.00
SEE SHT 7
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 2
44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 2
47 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION
PER APWA STD PLAN 308-1 SHOWN ON SHEET 3
0
oQ�pfEss/1 �
C.
No. 63494
Exp. Sept. 30, 2008
ILP CIVIC
qTE pF C AUFO� RCE NO. 63494 EXP. 09-30-08
10
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
10
NOTE: CONTRACTOR TO VERIFY LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION AND INFORM
ENGINEER OF ANY DISCREPANCIES.
MANHOLE
DATA
STORM DRAIN DATA
(1350D)
LINE "I" LAT "I-8" 39002'54"
DELTA
BRG
RADIUS
LENGTH
REMARK
1
N10 25
52 E
--
99.10
2
10056'27"
306.00
58.43
3
N00 30
35 W
--
332.81
4
d= 90000'00"
45.00
70.69
LINE I
5
N14 57
49 W
--
27.04
LAT I-5
6
N39 02
40 E
--
18.40
LAT I-6
7
N89 29
05 E
--
548.53
LINE I
8
N39 33
29 W
--
41.96
LAT I-8
9
N64 29
25 E
--
15.65
LAT I-9
10
10 0 58 90
294.00
56.29
LINE I
MANHOLE
DATA
MAINLINE LATERALS A
C B D1 D2 ELEV. R I ELEV. S
LINE "I" LAT "I-8" 39002'54"
3.38 24" 30" 36" 1045.40 1045.21
LINE "I" LAT "I-9" 65°00'00"
1.66' 24" 1 30" 36" 1045.87 1 1045.56
E
a
0
a�
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE 1"=40' za
0 O
o
DIAL TWO WORKING
BEFORE «"� DAYSBEFORE
YOU 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.
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Exp. 0/06
L �'
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q�F OF C p`l�o��
""" PLANNING ■ DESIGN ■ CONSTRUCTION
3536 C0�lCOURS, SUITE 220
ONTARIO CALIFORNIA 91764-5592
909.581.0195 ■ FAX 909.581.0192+- www.RBF.com
® ® ®
CONSULTING
PREPAR U T RV ION OF:
r
DATE: ��%�
i
CITY OF FONT NA, C LI O I
STORK DRAIN IMPROVEMENT PLATS
DRAWN BY:
J.S.
TRACT 16495
ss ss ss
LINE LAT/f"1-4", LAT 1-5 ,
"I ' LAT "I-9"
SCALE:
1" = 40'
JOB NUMBER
15-100634
DESIGNED BY.�PPRGVEDLAT
1�
ADD HYDRAULIC DATA TO PROFILE; RECORD DWG.;
03/08
MCH
Q
/�
`- - -�
DRAWING N0.
3525
6
7
CHECKED BY:etj
'"t
a�AqrR.J.B.
REV. SHEET REFERENCE
MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06
RI ARDO SANDO AL R.C.E. 51152 DATE:
an