HomeMy WebLinkAbout2443-3Q25 =9.5 c.f.S. Q25=19-0 c.f.S. j
Ln
C5 N
Z
io z
i
U = M
� U =
'� • o g
o 8 PROPOSED FINISH SURFA
o+ OVER CA OF PIPE
lcot*
1637.6 0 HGL(25) �►
W.S. - �'� �� • 12
i
5=0.0094
0.0094���
K7 1632.6
• 4 6' ' - W.S.
m
i
N �O
•CL
60�
+ CU U Z toO
N N
'U
U
W w \
NN to
M M
00 C1
CONST. 70.89 L.F. o o CONST. 84.11 L.F.
24" R.C.P., D-15 24" R.C.P., D-1500
2,610 1�1�0 40
LIN�E
i
0243=5-5 c.f 9---, 025 =5.0 c.f.s.
Q m= 2.0 c. f.
633.8-
W. S.
HGL(25)
��*
CONST. X7.59 LF 18" R.C.P., D-1500
cv OVER CA OF PIPE;
g
�
�
+ so
Cl1
HGL(25)
!_Q40.4
O TTV
0 N7
- 1 W 1 R
0
Ld
.Zki
Q
Q �
zm
s �
m c !
«0 %0'�
�ti I C-4
1 i
N
C) cfv o c#
t
CONST. 24.05 LF 18" R.C.P., D-1!500 CONST. 27.07 LF 18" R.C.P', D-1504
TERAL "C" LATERAL "D"
GRAPHIC SCALE QRpSS,ON
40 o s 40 so ISO
~ No.35275
IN FEET) * Exp.9/30/99
1 hich = 40 ft.
OF CA1.�F��
LATERAL A
PROPOSED FINISH SURFACE
OVER CA OF PIPE
HM r -4o►
vm. TWO
'' RAE wI o S `' w5it-
.. RECORD D2AW V6145"-rK 14512-1
REVISIONS
25=1.9 c.f.'.
PROPOSED FINISH SURFACE
OVER CAT PIPE
w>
<z
30
LO
co
IT-
HGL(25) 0 ,
c.
U tj
Q= �
W
a�
C4 0'
CONST. 16.35 LF 18" R.C.P., D-1500
LATERAL " 6"
025 =8.0 c. f. s:
OSED FINISH SURFACE
CA OF PIPE
HGL(25)
357.05
►�IIw(
GED FINISH SURFACE
CA OF PIPE
LrIm
=9.5 c.f.&
HGL(25)
a:
0 '
U
a
10
M
163-0--
%02
0
CONST. 32.18 IF 18" R.C.P., D-1500
1+00 10+(
025 =8.0 c.f.a.
IUL(25)
16.9
.S.
S=0.0407
a >
Z CU CV U
*G. i R
00r 100
00,
W m m zW
141) 100
r� cy
o ct o
_~ CONST. 3218 LF 18" kc -P -'-D-1500 ~.CONST. 15.21 LF 18" R.C.P., D-1500
1+ 0 i 1+
LATE, AL"F"TE RA
LA L �
The Consulting Grou
6 Morgan, Suite 100
Irvfne, Califomfa 92618
(714)587-3012 FAX (714)472-3176
Z� PREPAR UND SUPERVISION OF:
TY
DATE Rpy A. PE-MRSR.C.E. 39275
LATERAL "G"
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
wS IIDESIGNED BYLINE "13 do LATERALS �� :� ', _�'
SES TRACT N0. 14572-1 de 14572-2
CHECKED BY RoFla DATE: 2/17/97
TAP
JOB N0. ��� ��� DR. N0. SHT. N0.
DATE: 2 - 'f • 99 APPROVEDg47(,r-.m CITY ENGINEER R.C.E. Zf iZ4 2443 30F 7
a;
l
V �>
U
0� V.I Z
W3
cn �'
co
,•- 00
W
m
o
�
o
I
CONST. X7.59 LF 18" R.C.P., D-1500
cv OVER CA OF PIPE;
g
�
�
+ so
Cl1
HGL(25)
!_Q40.4
O TTV
0 N7
- 1 W 1 R
0
Ld
.Zki
Q
Q �
zm
s �
m c !
«0 %0'�
�ti I C-4
1 i
N
C) cfv o c#
t
CONST. 24.05 LF 18" R.C.P., D-1!500 CONST. 27.07 LF 18" R.C.P', D-1504
TERAL "C" LATERAL "D"
GRAPHIC SCALE QRpSS,ON
40 o s 40 so ISO
~ No.35275
IN FEET) * Exp.9/30/99
1 hich = 40 ft.
OF CA1.�F��
LATERAL A
PROPOSED FINISH SURFACE
OVER CA OF PIPE
HM r -4o►
vm. TWO
'' RAE wI o S `' w5it-
.. RECORD D2AW V6145"-rK 14512-1
REVISIONS
25=1.9 c.f.'.
PROPOSED FINISH SURFACE
OVER CAT PIPE
w>
<z
30
LO
co
IT-
HGL(25) 0 ,
c.
U tj
Q= �
W
a�
C4 0'
CONST. 16.35 LF 18" R.C.P., D-1500
LATERAL " 6"
025 =8.0 c. f. s:
OSED FINISH SURFACE
CA OF PIPE
HGL(25)
357.05
►�IIw(
GED FINISH SURFACE
CA OF PIPE
LrIm
=9.5 c.f.&
HGL(25)
a:
0 '
U
a
10
M
163-0--
%02
0
CONST. 32.18 IF 18" R.C.P., D-1500
1+00 10+(
025 =8.0 c.f.a.
IUL(25)
16.9
.S.
S=0.0407
a >
Z CU CV U
*G. i R
00r 100
00,
W m m zW
141) 100
r� cy
o ct o
_~ CONST. 3218 LF 18" kc -P -'-D-1500 ~.CONST. 15.21 LF 18" R.C.P., D-1500
1+ 0 i 1+
LATE, AL"F"TE RA
LA L �
The Consulting Grou
6 Morgan, Suite 100
Irvfne, Califomfa 92618
(714)587-3012 FAX (714)472-3176
Z� PREPAR UND SUPERVISION OF:
TY
DATE Rpy A. PE-MRSR.C.E. 39275
LATERAL "G"
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
wS IIDESIGNED BYLINE "13 do LATERALS �� :� ', _�'
SES TRACT N0. 14572-1 de 14572-2
CHECKED BY RoFla DATE: 2/17/97
TAP
JOB N0. ��� ��� DR. N0. SHT. N0.
DATE: 2 - 'f • 99 APPROVEDg47(,r-.m CITY ENGINEER R.C.E. Zf iZ4 2443 30F 7