HomeMy WebLinkAbout2666-16wA
N
:A
QO
WESTERLY
WING WALL
FINISHED GRADE
AGAINSTWINGWALL
RIPRAP SEE --�
GRADATION TABLE
SHEET 2
0
0
Qf'1TTMA nC n
1 i L 1 1- 1% 1 " L.J I% i V
SAND FILTER
(BY OTHERS)
moo
� II II
iI 1I
12" DIA. PVC li tl
z WETLAND 1
'-' DRAIN II it
0 i1 it
ro LINE "B"ii 0
co 42" DIA. RCP^I 0 II
ii 01 ii
+ II o II
0 II 0
• r EL • =1579.75 ii z`
Q ,
A\ T.O.W. If II
/ II
II II
/ II II
II II
STA. 0+14. eo
0
rnm
0
Q
EXISTING
GRAVEL LAYER
SECTION
SCALE: 1" - 5'
L�—mm
Z
a
w
0
H
c�
GOLF COURSE
zQ
FINISHED GRADE
-'0 L INE "B"
179.75 42" DIA. RCP
•�- RE I NFORCED
CONCRETE
HEADWALL
SEE SHEET 29
FOR DETAILS n
U
SCALE: 1"=S'
\ 61r
4
im
0 W<mss° , 00 �� \
EL . =1577.0
T• 0 - W - \ 2 1 2:11
\ � � 00 /
STA. 0+00.00 \ /
N 15,335-98
E 10,719.33
.0665
REINFORCED CONCRETE
HEADWALL, SEE SHEET 29
FOR DETAILS
EL 1577.25
\T. O. W.
o /
/ LIMITS OF
/ RIPRAP
MIRAFI MIRAMAT
TO BE INSTALLED
INV. EL . =1574.00 O ,0 BELOW RIPRAP
Oo
D 0
00
00
SAND FILTER
-- -' BASIN 1
4 ,
-6"
l:J
OUTLET PLAN - LINE "B"
SAND FILTER
( BY OTHERS) 2 SECTION
SCALE: 1" • 5'
��-gyp.• REINFORCED
CONCRETE
HEADWALL
�\� SEE SHEET 29
FOR DETAILS
LINE C
42 DIA. RCP g
EL =1 F
T.O. w.
Ski
LIMITS OF
RIPRAP
pp
pkpp •
N�fl�A
'1
SCALE: 1"=5'
CUTOFF/ANCHOR
WAL L
I
r%r T Kirnnnrn r►f-%k1f%rsr--rr
kDE
E2"
A.
UR CUUHL 1
3 SECTION
^y • 11 1
SCALE• 1 . 5
Q Q
•9� REINFORCED CONCRETE
TRANSITION STRUCTURE
SEE SHEET 28 /
FOR DETAILS
EL =1611.17 /
T.O.W.
L /% i v 1 i l• V
FILTER FABRIC
LI
LIMITS 0 NE ,. E2 „
F °p 36 DIA. RCP
ARMORFLEX
(CLASS; 30S
OR EQUAL)
f / /
l /
��
EL . =1577.25 INV. EL . =1608.00
�.0 1 T.O.W. �
OI 1
ON t ` `LIMITS OF
MIRAFI MIRAMAT
2� TO BE INSTALLED
BELOW RIPRAP
I I
-- SAND F I LTER
BASIN 1
OUTLET PLAN - LINE "C"
REVISIONS
/
�- E L . =161 1.17
T.O.W.
p, \� '
LIMITS OF
MIRAFI MIRAMAT
SAND FILTER TO BE INSTALLED
BASIN 2 BELOW ARMORFLEC SCALE: 1 "=5'
APPROVAL I DATE I APPROVAL I DATE
v?,0FESSi6
`�v D , V14 q
w rr
cr 10
�t xp. 06/30/00
�q., cIVIV
OF C A�iF
OUTLET PLAN -LINE 11E2"
33
GRAVEL LAYER
"AS BUILT" DWG. FEB. 2000
BENCH MARK: N0. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS AVE.
IN POWER POLE NO. 9011E ON THE
EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
WESTERLY
CITY
O FONTANA, C
TRACT NO• 159Q8
DRAWN BY:
WING WALL -
SCALE:
SK
INFILTRATION BASIN AND WATER QUALITY WETLAND
STORM DRAIN SYSTEM
1" = 5'
-
FINISHED GRADE
•
DDV I
STORM DRAIN OUTLET DETAILS
AGAINST
WINGWALL
LINES B 9 C& E2
GOLF COURSE
DATE:
MPV
FEBRUARY, 1999
• FINISHED GRADE
JOB NO .
RIPRAP SEE
DWG. I� o .
2666
SHEET N O .
16 OF 31
(-0
•
GRADATION TABLE
0
SHEET 2
+
�� !�
EL.=1579.75 LINE C
0
T.O. W, 42 DIA. RCP
0
a
BOTTOM OF~
BASIN 1
0
+
EL.=1577.75
�'�
BOTTOM(
0
T.O.W.
BASIN
_
I " ( MIN
EL . =1574 ._ 00
}a-
�-�'
' E BEDME )
w S=0.010
i 5=0.0785 SAND
FILTER
(BY
OTHERS)
EL -=1574-21
C\J
............
FILTER FABRIC
I
REINFORCED CONCRETE
EXISTINGH€ADWALL,
S€€ SHEET 29
(.0
EXISTING GRAVEL
LAYER FOR DETAILS
,I
FILTER FABRIC
SAND FILTER
( BY OTHERS) 2 SECTION
SCALE: 1" • 5'
��-gyp.• REINFORCED
CONCRETE
HEADWALL
�\� SEE SHEET 29
FOR DETAILS
LINE C
42 DIA. RCP g
EL =1 F
T.O. w.
Ski
LIMITS OF
RIPRAP
pp
pkpp •
N�fl�A
'1
SCALE: 1"=5'
CUTOFF/ANCHOR
WAL L
I
r%r T Kirnnnrn r►f-%k1f%rsr--rr
kDE
E2"
A.
UR CUUHL 1
3 SECTION
^y • 11 1
SCALE• 1 . 5
Q Q
•9� REINFORCED CONCRETE
TRANSITION STRUCTURE
SEE SHEET 28 /
FOR DETAILS
EL =1611.17 /
T.O.W.
L /% i v 1 i l• V
FILTER FABRIC
LI
LIMITS 0 NE ,. E2 „
F °p 36 DIA. RCP
ARMORFLEX
(CLASS; 30S
OR EQUAL)
f / /
l /
��
EL . =1577.25 INV. EL . =1608.00
�.0 1 T.O.W. �
OI 1
ON t ` `LIMITS OF
MIRAFI MIRAMAT
2� TO BE INSTALLED
BELOW RIPRAP
I I
-- SAND F I LTER
BASIN 1
OUTLET PLAN - LINE "C"
REVISIONS
/
�- E L . =161 1.17
T.O.W.
p, \� '
LIMITS OF
MIRAFI MIRAMAT
SAND FILTER TO BE INSTALLED
BASIN 2 BELOW ARMORFLEC SCALE: 1 "=5'
APPROVAL I DATE I APPROVAL I DATE
v?,0FESSi6
`�v D , V14 q
w rr
cr 10
�t xp. 06/30/00
�q., cIVIV
OF C A�iF
OUTLET PLAN -LINE 11E2"
33
GRAVEL LAYER
"AS BUILT" DWG. FEB. 2000
BENCH MARK: N0. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS AVE.
IN POWER POLE NO. 9011E ON THE
EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89.30'06"E ALONG THE
NORTH LINE OF SECTION 30, TOWNSHIP 1
NORTH RANGE 5 WEST SAN BERNARDINO
MERIDAN AS SHOWN ON RECORD SURVEY
FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
FOR THIS MAP
CITY
O FONTANA, C
TRACT NO• 159Q8
DRAWN BY:
SIERRA LAKES
SCALE:
SK
INFILTRATION BASIN AND WATER QUALITY WETLAND
STORM DRAIN SYSTEM
1" = 5'
-
DESIGNED:
•
DDV I
STORM DRAIN OUTLET DETAILS
LINES B 9 C& E2
CHECKED.
DATE:
MPV
FEBRUARY, 1999
JOHN M. TETTEMER & A550CIATE5, INC.
A DIV15ION OF THE KEITH COMPANIE5, INC.
EHGIMEERIHG • MANAGEMENT - PLANNING
3151 Airway Avenue, Suite Q-1, Costa Mesa, California 92626
JOB NO .
APPROVED
Fw! CITY ENGINEER R.C.E. 25126
DWG. I� o .
2666
SHEET N O .
16 OF 31
z:\server\dqn\079-41st\dqn\sdlseb