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12.00 SEED, FERTILIZE, AND MULCH 6.00
ACCESS ROAD BERM
EL 26f GRAVEL FILTER WINDOW EXISTING GROUND EL 25.0
------------------- ------------------- ------ --
COMPACTED (TYP) 1 EL 22.0
EMBANKMENT
3 BOTTOM OF POND EL. 20.0
BOTTOM OF POND EL. 19.0
10.00
5.00
A SECTION_
�32 SCALE: N.T.S.
EL 25.0
TOP OF FILTER WINDOW EL. 22.
QUARRY SPALLS -/"'�
CONSTRUCTION GEOTEXTILE
FOR PERMANENT EROSION
CONTROL (HIGH
SURVIVABILITY, CLASS C) —
CONSTRUCTION GEOTEXTILE
FOR PERMANENT EROSION
CONTROL (HIGH
SURVIVABILITY,CLASS C) —
QUARRY SPALLS
3
'.
10'
ELEVATION
N.T.S.
SECTION
N.T.S.
3 COMPACTED EMBANKMENT
BOTTOM OF POND
TOP OF FILTER WINDOW
CRUSHED SURFACING TOP COURSE
18" THICK
GRAVEL FILTER WINDOW
BOTTOM OF POND
PREFABRICATED
DRAINAGE MATERIAL
I T R A C IDE DOWN
FIELD CUT TO FIT AROUND
THE SECANT PILE FACE
ACP
CSBC
20
ire X 6" MIN.
L
12" PERF PE
* FOR STA 13+26 TO 14+14
STA 19+48 TO 20+97
PREFABRICATED
17'
ACCESS ROAD
/,-� - - — — — — — — — — —
COMPACTED
EMBANKMENT
7
P1/1\ If1 P1/1TTI1► I
8.00 SEED, FERTILIZE, AND MULCH
GRAVEL EXISTING GROUND
ACCESS RAMP
6.7 :1V
--/ — — — — — — — — — — — — — — r — — — — — — — — — —
BOTTOM OF POND EL. 19.
imell]
=I
BOTTOM OF POND EL. 20.0 3
(TYP)
7.00
B SECTION
C32 SCALE: N.T.S.
!'%I I A nn%,/ c%n A I 1 f`
F! ?A r,
LONGITUDINAL ELEVATION
N.T.S.
EL 24.5
1F�
QUARRY SPALLS
2 EXIST GROUND
�1
CROSS SECTION
POND EMERGENCY OVERFLOW SPILLWAY
DRAINAGE MATERIAL PREFABRICATED
FILTER FABRIC TOWARD 11'4 . DRAINAGE MATERIAL
SECANT PILE WALL A3 FI T R FA C SIDE DOWN
_ a
SHOTCRETE SECANT FIELD CUT TO FIT AROUND
THE SECANT PILE FACE
FACING 4 PILE WALL
2%
CONC. SLAB
� e
3
D ' 2%
D D
2% ✓
" GRAVEL BACKFILL _
FOR DRAIN
6" PIPE ZONE
BEDDING
2' I 7'
�—CONSTRUCTION GEOTEXTIL-
FOR UNDERGROUND DRAINAGE
( LOW SURVIVABILITY, CLASS B.
(EDGES OVERLAP 1' MIN.)
UNDERDRAIN - TYPICAL SECTION
6" MIN.
12" PERF PE---"
CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE
( LOW SURVIVABILITY, CLASS B.
(EDGES OVERLAP 1' MIN.)
PREFABRICATED
DRAINAGE MATERIAL
FILTER FABRIC TOWARD
SECANT PILE WALL
4
SHOTCRETE e
FACING SECANT
°4 PILE WALL
e
a
v .
SEE SHEET S120
✓ FOR OPENING SIZE
AND LOCATIONS
2%
Q b
GRAVEL BACKFILL
FOR DRAIN
6" PIPE ZONE
BEDDING
2' 7'
UNDERDRAIN — SECTION AT CEMENT CONC. PAVEMENT
I L,q �y IPT J113T I C �✓V CJ IZKS D E I-'T
0O a —
—ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDINGZ
y
�s O
�
* 1908 *
by
date
CONSULTANTS
DRAINAGE PROFILE - SHEET 3
GAS CASING PROFILE AND DETAILS
% 37
sheet of 44
_
designed
MD
2/20/01
33301 9TH AVENUE SOUTH
`
FEDERAL WAY, WASHINGTON
'98003-2600
BERGER/ABAM
VOICE: (206)431-2300
FAX: (206)431-2250
----
drawn
BJA
2/20/01
R
3/11/05
RECORD COPY
checked
GLP
2/20/0,
SOUTH 180th STREET GRADE SEPARATION
job no A00084
pro j eng
CCW
2/20/01
prof dir
GLP
2/20/01
3
9/21/01
ADDENDUM N0. 3
_
scale ," 2°'",1"-
date 20—Feb-200
no
date
revisions
field bk no
5'V
I)
Lost Saved on Wed May 18 2005 of 0,3.04PY by Hamilton File None- 0..• 120001 A000841 CADD I dwgs I C-37. dwg Scale: 8