HomeMy WebLinkAbout2666-17BOTTOM OF
BASIN 3
SAND FILTER
(BY OTHERS )--,-
N
SCALE: 1 "=5'
CUTOFF/ANCHOR
WALL
INV ELEV=1587.00
0
`I
SAND FILTER
BASIN 3
H
H
EL.=1587.00 V)
COMPACTED G�
FILL
EXISTING
FILTER FABRIC
.w
CUTOFF/ANCHOR m 0o
c0
WALL 0 w 0
0
ARMORFLEX
( CLASS 30S) "' " "'
OR EQUAL
-.000-S=O. 010
EL.=1587.24
l �
EXISTING
GRAVEL LAYER
SECTION
^ SCALE: T' - 5'
C
S=0.0245
MITER CUT PIPE
TO MATCH SLOPE
GOLF COURSE
FINISHED GRADE
LINE "E5"
36" DIA. RCP
REINFORCE CONCRETE CRADLE
WALL. SEE DETAIL SHEET 28
LIMITS OF
MIRAFI MIRAMAT
TO BE INSTALLED
BELOW ARMORFLEX
LIMITS OF
ARMORFLEX.
(CLASS 30S)
OR EQUAL
REINFORCED CONCRETE
CRADLE WALL. SEE DETAIL
SHEET 28
LINE "E5"
36." DIA. RCP
REVISIONS
SYMMETRICAL
ABOUT
RCB LONGITUDINAL
BARS
-� WING WALL
LONGITUDINAL BARS
1
DETAIL
N.T.S.
CUTOFF/ANCHOR
WALL
0
BOTTOM OF •
BASIN 4 0
C)
0
SAND FILTER a
(BY OTHERS)i
i \ E L • 1618-00
ZZ
I
c\j
cfl
_
NORTHERLY WING WALL
NORTHERLY REINFORCED
CONCRETE WINGWALL. SEE
SHEET 29 FOR DETAILS
ARMORFLEX (CLASS 30S)
OR EQUAL
EL. =1623-00
T. 0. W.
ago S=0.010
COMPACTED v
FILL
EXISTING
FILTER FABRIC
�o
X pt
INV. EL.=1618.00�Q)
�P <0� tD
1 �
SAND FILTER
BASIN 4 / -
CUTOFF/ANCHOR
GOLF COURSE
FINISHED GRADE
N I
LO 5
+ 7
0
V)
EL . —1618.25
i
FINISHED GRADE
AGAINST WINGWALL
2 SECTION
SCALE: 1" - 5'
LIMITS OF
MIRAFI MIRAMAT
TO BE INSTALLED
BELOW ARMORFLEX
X�
0
E4.8= 1623600
T!�O- W.
t'
� SCALE: 1 "=5'
�, • 61
45 o X`L o• `s'
I EL . = 162
4 T.O.W.
REINFORCED CONCRETE BOX I
CONDUIT. SEE SHEET 27
FOR DETAILS
6" MIN.Np
EMBEDMENT
S=0.010
U
LINE "J"
42" DIA. RCP
S=10.010
/EL. =1618.87 ..�
_. EL. =1618.45
EXISTING
GRAVEL LAYER
I AL- 1 V a Vi lWL- LJ V VI M V I 1L i L;
LIMITS OF�, � _ � �� I
`� WING WALL, SEE SHEET 29
ARMORFLEX , __ _ �,�co • �L `` , �, %
FOR DETAILS
( CLASS 30S)�'�
OR EQUAL_ _ ►� rL' ��� �--,�'• Q' �,�0• /�'N, �`� I.NV • EL. '1618.87
REINFORCED CONCRETE. tl ° `�:��� -- 48 "DIA. RCP TO RCB JUNCTION
WINGWALL. -SEE SHEET 29 ` s 50' 93:x', ` �~ --`-___� __Y STRUCTURE, SEE APWA STD.
FOR DETAILS ; / �� �''" ; �� PLAN 333-0 SHOWN SHEET 26
F.OR DETAILS
X
.-• Q N. V f
I >-EL . = 1624,-.25\%%-1 `
�. — — -- -- `. ' ,`� > > LINE „L
T.O.W. — --
— — ,q 48" DIA . R C P
tK N.
N.'
REINFORCED CONCRETE BOX o Xao 5',�
CONDUIT. SEE SHEET 27 �,• Qi •
FOR DETAILS �• ;'� .�.
AR EVI DATE APPIT
ROVAL DATE
QROFESS/pN
D . V14
m
`e C 52 or
p. 06/30/00
c1V1\1
OF CI�L�F
O
LINE /,J
42" DIA. RCP
OUTLET PLAN—LINES rrJrr & 11L 1/
AS BUILT DWG. FEB. 2000
BENCH MARK: N0. 615 BASIS OF BEARINGS: CITY OF F CALIFORNIA
THE BEARING OF N89.30'06"E ALONG THE
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 WEST SAN BERNARDINO C
IN POWER POLE NO. 9011€ ON THE MERIDAN AS SHOWN ON RECORD SURVEY
FILED IN BOOK 58. PAGE 5 OF RECORDS OF iii 1 V TRACT NO, 5905
EAST SIDE OF CITRUS AVE.
SURVEY WAS USED AS THE BASIS OF BEARING
ELEVATION: 1467.59 1
FOR THIS MAP DRAWN BY: SIERRA LAKES SCALE:
SK INFILTRATION BASIN AND NATER QUALITY WETLAND
DESIGNED: STORM DRAIN SYSTEM 1" = 5'
DDV STORM DRAIN OUTLET DETAILS
.
CHECKED. LINES NES E5 • J & L DATE.
MPV FEBRUARY, 1999
JOHN M. TETTEMER & A550CIATE5, INC.
A DIVISION OF THE KEITH COMPANIE5, INC. JOB No. / DWG. No. SHEET No.
EIYGUIEERM • MAnAGEMEM • PLRPl1YlMG APPROVED -✓-� � �
3151 AlrwayAvenue, Sutte Q-1, Costa Mesa, California 92626 ��j CITY ENGINEER R.C.E. 25126 2666 17 OF 31
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