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EXISTING -
FILTER FABRIC
FILTER FABRIC
EXISTING
GRAVEL LAYER
1 SECTION
SCALE: T' - 5'
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DIA. RCP
72
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FOR DETAILS T.O.W.
SAND FILTER
BASIN 6
.LIMITS OF
RIPRAP
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IMITS OF
IRAFI MIRAMAT
TO BE INSTALLED
BELOW RIPRAP
2 SECTION
^- SCALE: 1" • 5'
EL . =1 588 .
T. 0. W.
EL . =1589.75
T.O.W.
GOLF COURSE
FINISHED GRADE
LINE //F5//
36 DIA. RCP
REINFORCED CONCRETE
HEADWALL. SEE SHEET 29
FOR DETAIL
! ►' L INE 'tF5"
36" DIA. RCP
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LIMITS OF
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1 00
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0
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1
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LIMITS OF
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BELOW RIPRAP t BASIN 5
OUTLET PLAN - LINE 11F5"
AS BUILT" DWG. FEB. 2000
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EL.= 1528.67
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EL. =1580.00
0
EL.= 1589.00
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SAND FILTER
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EL. =1 .9
EL
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EXISTING -
FILTER FABRIC
FILTER FABRIC
EXISTING
GRAVEL LAYER
1 SECTION
SCALE: T' - 5'
O
Xh
LINE r/S, Q o
DIA. RCP
72
REINFORCED CONCRETE
TRANSITION STRUCTURE �o��
SEE SHEET 29 FOR ,
DETAILS
ENERGY
�. oo o DISSIPATER RCB
o' SEE SHEET 29
X X FOR DETAILS
\,�
PIPE TO RCB ```: • �. �' �:`,
JUNCTION STRUCTURE
REINFORCED CONCRETE
SEE SHEET 26 FOR'� pc
DETAILS 6>° �• WING WALLS, SEE SHEE
` ' " .299 FOR DETAILS
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S60°00' 03"w \ �Q
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40
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s 00
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CHUTE BLOCKS ' �v \ / o
,� (T Y P . 4 P L C S .
LINE T
36" DIA. RCPo
� �
0
L0
.� coa E L 15 2
T.O.
Tp INV. EL. =1523. QO
Q X 1 S ti
f
0
_
REINFORCED
CONCRETE
WING WALL
SEE SHEET 29 EL.= 1527.00
FOR DETAILS T.O.W.
SAND FILTER
BASIN 6
.LIMITS OF
RIPRAP
OUTLET PLAN - LINE "S"
IMITS OF
IRAFI MIRAMAT
TO BE INSTALLED
BELOW RIPRAP
2 SECTION
^- SCALE: 1" • 5'
EL . =1 588 .
T. 0. W.
EL . =1589.75
T.O.W.
GOLF COURSE
FINISHED GRADE
LINE //F5//
36 DIA. RCP
REINFORCED CONCRETE
HEADWALL. SEE SHEET 29
FOR DETAIL
! ►' L INE 'tF5"
36" DIA. RCP
REI -NFORCE-D ` \
CONCRETE�`� \ \\\ r sca�E
:HEADWALL \� \ 1 f .„
SEE SHEET 29
FOR DETAILS
\ � r
O r A• ,0
LIMITS OF
` ,o` \ N RIPRAP
290
1 00
.N0 1X00Qi
0
O�
� EL. = 1589.00-
T.O:`w.
1
cb<0 ,o
LIMITS OF
MIRAFI MIRAMAT
TO BE INSTALLED INV. =1 580. SAND FILTER
BELOW RIPRAP t BASIN 5
OUTLET PLAN - LINE 11F5"
AS BUILT" DWG. FEB. 2000
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