HomeMy WebLinkAbout2902-17+A
m
m
STORM DRAIN CURVE DATA
0
0 OR BEARING
RADIUS
LENGTH
TANGENT
A
-
-
-
-
8
13°2327"
806.00'
188.38'
94.62'
G
13°2327"
794.00'
185.57'
93.2 1 '
D
90'00'00"
45.00'
70.69'
45.00'
E
90,00'00"
45.00'
70.69'
45.00'
CONSTRUCTION NOTES
22 CONSTRUCT 78" RCP (D -LOAD PER PROFILE)
23 CONSTRUCT 60" RCP (D -LOAD PER PROFILE)
24 CONSTRUCT 54" RCP (D -LOAD PER PROFILE)
@)CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
29 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
32 CONSTRUCT CURB INLET AND LOCAL DEPRESSION
PER CITY OF FONTANA STD DETAIL 121 AND
LOCAL DEPESSION DETAILS ON SHEETS 32 TO 33,.
33 CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-1
34 CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
PLAN D78 AND DETAILS ON SHEETS 32 AND 33
35 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 320-0
37 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-0
0
w
J
U
In
40' 20' 0' 40' 80'
GRAPHIC SCALE: 1" = 40'
Q100=i12a.21
12" WATgRLINE
m
e
Igm�_ 0
24+54.73 0 MH SHI
ST STA 26+93.60 -
3T"STA 27+04.50
V=8.18'
1:0+23;.58 END 24"
54°09'145" E
LAT A3 11
10+04.60 � INT W/
`'24+53,26 LINE A
i4+50i6O 0 INT LI
=i,;10+00.00 LAT A-
N
10
00;-126.3
a
LINE A
-�7
PROFILE SCALE
34!C7
f
-I-- i -T -
1350
=110.
A
.7
I 0Mo
T:
12 W I
=.=
LI__NE I -_ ..1, . I
a ,E ...,__.:- .:1_.LL..�:,. _ ., -.,r=. _.l_.. »s1 .......... ...4� ..:
OiEET 25) 31 I` 32
NY D•
I 'b3 1 I NE A 54" RCP
24
NINE
89 ° 04' 00" E
I
tiz I +
N,
LLJ
LJ
?I 00'
.--__ _ _____.
31+38.99 EC
uj
<. -- - _ -L!J Z
cl):�
I
1 3 88t`INT LINE A
i o f oo �. 00 LAT A-7 & A78
A;i 2.
10' 7 INT W-.SIDEWAL
11
31 , 9. 2%%INE A
I
( ` ; 0+27.50 END 24" RCP
_I . 'I 2$ 2*57'51" W
tol
'33 3 T TA 11+13.00 INLET 23
9+ =7,0', V=6.15'
F� � I
I 31+93.47 Q MH SHAFT
I ST STA 11+05.48
EC
OOr4T.79
350) l
2S
12"WATERLINE
cc_-
26+-r - -
f
_ _ _ m �_ _. �___. _ _._ _
27 00-:- _ �28+00x29-+00
-- _
- - _ST,STA 27+Or4:5Qrj
10+32.87 END 18"
N 21019'00" W
LAT A4
10+03.75 0 INT W/S
= 24+51.889 LINE A
i
REV. REVISION DESCRIPTION
p O --
3 RECORD DRAWING
O
DIAL TWO WORKING
BEFORE ���� DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE ` 1-800-227-2600
A PUBLIC SERVICE BY UNDER6 UND SERVICE ALERT
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10+03-: 75-0-1 NI V S IDEWA - _ -To-+o-4--. 60 -m -F -w` I6EWALL
'WALL -
T_.
28+50816 LI E A 29+26.19 LINEA
10+3239.3 END!18 RCP 29+22.94 INT LINE A
2-9)N 31°00';'07" W = 10+00.00 LINED !' >. .' o
ST STA Ll
31 +04;. 35 INLET 13 `
32
29+03.61 BC
0
0
,. �p�ESSlp� �
I
rn
28+53.71, MH SHAFT
_
ST STA..30+92.58CD
o.63494
i
g�
� . sept. so 2006
o
civet.
OF C
ENGR. CITY DATE PLANNING ® DESIGN ® CONSTRUCTION CITY
OF T R , LI O RNI �
pFESS/ i 8... �r o
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o PR �N�< STREET IMPROVEMENT PLANS FOR
�� STEVEN F� 27555 YNEZ,ROAD, SUITE 400 TRACT 16074
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �
K. GIFFEN Z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: , , SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W m C ®fel U LT I N C 909.676.8042 ■ FAX 909.676.7240 • wmw.RBF.com o
LI �► AS SHOWN
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � NO.
42154 04 � EC JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��qEXP• CIVIL �,P PREPARED UNDER THE SUPERu NOF: DESIGNS D BY a. 2 00.0 Kita. 32+00.00 15-100187
ROVED Y: DRAWING NO. a
STANDARDS IN EFFECT. F o �7
OF cAL�r DATE: 12 I 00 CHECKED B
!2 f 2/ QD 2J02
STEVEN K. GIFFEN RCE' 42154 EXP. 3-31-04 SKG 36 _
R�1 , ACTING CITY ENGINEER R.C.E. 51152 DATE:.. k
r
st-
HORIZ: 1>'
VERT: 1
40'
4
11
-4
Q
4
___
�
3
I
27 -
20y
29
32 ST STA,.11+13.00 INLET 22
i
L=4 0' V=5.76'
'
10+17.68END 18" RCP `
29
N 449 04' 00" ,- E
LAT A--7
10+03.45 INT W JS I DEWALL
=-31 3 + �90. 3 LINE A /
„ �'
.,...
LINE A 60,-. RCP`.
@N
89004'901, E
'
'
3730+93.95 T MH SHAFT
"
- ST STA 11+69.28
MAHODGAN6YO,Dk,.
AO45°
6=54" D2=78"
C=9.12ELEV R=1042.13 INV
30+85.97
INT LINE
ELEV S 1042:12 INV
A
-
=10+00.00
LINE E
30+6 3.
STA 31+04.35 Q INLET #12
@ST
L= 4.0', V=6.99'
22 L I„NE
10+23.33 END 24" RCP
28
N 00° 6
N 44904'00" E
LAT A-5
8" V.C.P.
25+13.04 PRC 22
22 LINEA 78"RCP
10+04.60 INT W SIDEWALL
78" RCP
N 89004 00��E
= 28+52.23 LINE A
, ' , '26+98.61 EC
35 28+48.98 INT LINE A
--.
,---
LINE i
10+00.00 LAT A-5 & A-6
=110.
A
.7
I 0Mo
T:
12 W I
=.=
LI__NE I -_ ..1, . I
a ,E ...,__.:- .:1_.LL..�:,. _ ., -.,r=. _.l_.. »s1 .......... ...4� ..:
OiEET 25) 31 I` 32
NY D•
I 'b3 1 I NE A 54" RCP
24
NINE
89 ° 04' 00" E
I
tiz I +
N,
LLJ
LJ
?I 00'
.--__ _ _____.
31+38.99 EC
uj
<. -- - _ -L!J Z
cl):�
I
1 3 88t`INT LINE A
i o f oo �. 00 LAT A-7 & A78
A;i 2.
10' 7 INT W-.SIDEWAL
11
31 , 9. 2%%INE A
I
( ` ; 0+27.50 END 24" RCP
_I . 'I 2$ 2*57'51" W
tol
'33 3 T TA 11+13.00 INLET 23
9+ =7,0', V=6.15'
F� � I
I 31+93.47 Q MH SHAFT
I ST STA 11+05.48
EC
OOr4T.79
350) l
2S
12"WATERLINE
cc_-
26+-r - -
f
_ _ _ m �_ _. �___. _ _._ _
27 00-:- _ �28+00x29-+00
-- _
- - _ST,STA 27+Or4:5Qrj
10+32.87 END 18"
N 21019'00" W
LAT A4
10+03.75 0 INT W/S
= 24+51.889 LINE A
i
REV. REVISION DESCRIPTION
p O --
3 RECORD DRAWING
O
DIAL TWO WORKING
BEFORE ���� DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE ` 1-800-227-2600
A PUBLIC SERVICE BY UNDER6 UND SERVICE ALERT
-t-
_
` ` o
ET. rl
-vim__
NL
r-
-.-
vwIJJ
uj
cl
_ -- -t
W
�__
_�
LATA -6 ` � � -.�cl)
10+03-: 75-0-1 NI V S IDEWA - _ -To-+o-4--. 60 -m -F -w` I6EWALL
'WALL -
T_.
28+50816 LI E A 29+26.19 LINEA
10+3239.3 END!18 RCP 29+22.94 INT LINE A
2-9)N 31°00';'07" W = 10+00.00 LINED !' >. .' o
ST STA Ll
31 +04;. 35 INLET 13 `
32
29+03.61 BC
0
0
,. �p�ESSlp� �
I
rn
28+53.71, MH SHAFT
_
ST STA..30+92.58CD
o.63494
i
g�
� . sept. so 2006
o
civet.
OF C
ENGR. CITY DATE PLANNING ® DESIGN ® CONSTRUCTION CITY
OF T R , LI O RNI �
pFESS/ i 8... �r o
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o PR �N�< STREET IMPROVEMENT PLANS FOR
�� STEVEN F� 27555 YNEZ,ROAD, SUITE 400 TRACT 16074
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �
K. GIFFEN Z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: , , SCALE:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W m C ®fel U LT I N C 909.676.8042 ■ FAX 909.676.7240 • wmw.RBF.com o
LI �► AS SHOWN
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � NO.
42154 04 � EC JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��qEXP• CIVIL �,P PREPARED UNDER THE SUPERu NOF: DESIGNS D BY a. 2 00.0 Kita. 32+00.00 15-100187
ROVED Y: DRAWING NO. a
STANDARDS IN EFFECT. F o �7
OF cAL�r DATE: 12 I 00 CHECKED B
!2 f 2/ QD 2J02
STEVEN K. GIFFEN RCE' 42154 EXP. 3-31-04 SKG 36 _
R�1 , ACTING CITY ENGINEER R.C.E. 51152 DATE:.. k