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II
�'I II II FLARE ENTRANCE TO OUTLET PIPE
I
I I
I
A
I
1
v I
I
PLAN
TOP ELEVATION AS INDICATED- I
CAST IRON INLET FRAME AND GRATE
SEE DETAIL THIS SHEET
V GROUT
E
C
NOTES:
NOT TO SCALE
1, WALLS MAY BE OF MATERIALS OTHER THAN BRICK -
SEE SPECIFICATI ❑NS. CAST -IN -PLACE CONCRETE MANHOLES
SHALL HAVE WALLS REINFORCED WITH #4 BARS AT 12' O.C.
BOTH WAYS AT CENTER OF WALL,
2, COVER FRAME SHALL BE SECURELY INSTALLED IN A BED
OF CEMENT MORTAR,
3. FRAME AND COVER SHALL BE SET S❑ THAT TOP OF COVER
WILL BE FLUSH WITH GRADE IN PAVED AREAS AND 3" ABOVE
GRADE IN UNPAVED AREAS,
4. PIPE CONNECTI ❑NS SHALL BE AS SET FORTH IN SPECIFI-
CATIONS, SECTI ❑NI SEWERS; SANITARY, GRAVITY,
#4 @ 12' OC EW
INVERT ELEVATION AS INDICATED
A
i
N
2' -
0'
TOP OF NEW GRADE
o
I
Zr
co
RENTON WASHINGTOP
LEVEE EMBANKMENT
ADD ADJUSTING RINGS TO
2' -0'
I DACE. vLA.
98DEC03 C -44
-
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o pvm
BRB
SMEE1 52
• 4 3
TO TOP OF NEW GRADE.
SCANNED SEP 13 2002
P
JOINTS SHALL BE RUBBER
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•
2'-2'
113,6
•
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GASKETED TO MEET ASTM
EXISTING GROUND SURFACE -�
4'
o
-��
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°
C 443
io
I
STEPS IN ADJUSTMENT SECTION
SHALL HAVE SHALL HAVE 6" MIN
CLEARANCE.
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I°
EXISTING WATERTIGHT
L ° I FRAME AND COVER
I I
I
I p I TYPICAL OF TWO LOCATIONS,
SEE PLATE C -28
e
•
i
CATCH BASIN
6'
I
8,
SECTION
DRAINAGE INLET TYRE I
NOT TO SCALE
1, WALLS MAY BE OF MATERIALS OTHER THAN BRICK -
SEE SPECIFICATI ❑NS. CAST -IN -PLACE CONCRETE MANHOLES
SHALL HAVE WALLS REINFORCED WITH #4 BARS AT 12' O.C.
BOTH WAYS AT CENTER OF WALL,
2, COVER FRAME SHALL BE SECURELY INSTALLED IN A BED
OF CEMENT MORTAR,
3. FRAME AND COVER SHALL BE SET S❑ THAT TOP OF COVER
WILL BE FLUSH WITH GRADE IN PAVED AREAS AND 3" ABOVE
GRADE IN UNPAVED AREAS,
4. PIPE CONNECTI ❑NS SHALL BE AS SET FORTH IN SPECIFI-
CATIONS, SECTI ❑NI SEWERS; SANITARY, GRAVITY,
#4 @ 12' OC EW
INVERT ELEVATION AS INDICATED
A
i
N
1' -10 112'
2' -0'
2' -0 1/4'
2' -2'
2' -5 1/4'
of
r 1 -3/4'
B
2
RMSONS
DESCP.IPT[om
zr
A \
M
I
M m Zr
7/8' 6ff-3/4 1/8' Ln
1
-1/2'
1/8' ao
v \
M
Ln
1 -5/8'
4'
N
1/8' R CTY cu �!■
N
1-5/8-1 I 1
PAD 1 -1/2' X 3/4' X 1/8' THICK , I
(TYP) 8 REQUIREt 718 8 1
V (TYP) 1, PAD 1 -1/2'I
X 3/4' X
1/8' THICK
(TYP)
SECTION B —B
1 -3/4' (TYP)
1/8' R (TY F-3/4' NORMAL TO BAR
N �
M f
T_1-_- 1 -5/8'
1/8' 1 -3/4' 12' NORMAL TO BAR
CAST IRON INLET FRAME AND GRATE 00.2814734
NOTE. MINIMUM WEIGHT OF FRAME AND GRATE IS 280 LBS.
NOT TO SCALE
2' -
0'
TOP OF NEW GRADE
o
I
Zr
co
1' -10 112'
2' -0'
2' -0 1/4'
2' -2'
2' -5 1/4'
of
r 1 -3/4'
B
2
RMSONS
DESCP.IPT[om
zr
A \
M
I
M m Zr
7/8' 6ff-3/4 1/8' Ln
1
-1/2'
1/8' ao
v \
M
Ln
1 -5/8'
4'
N
1/8' R CTY cu �!■
N
1-5/8-1 I 1
PAD 1 -1/2' X 3/4' X 1/8' THICK , I
(TYP) 8 REQUIREt 718 8 1
V (TYP) 1, PAD 1 -1/2'I
X 3/4' X
1/8' THICK
(TYP)
SECTION B —B
1 -3/4' (TYP)
1/8' R (TY F-3/4' NORMAL TO BAR
N �
M f
T_1-_- 1 -5/8'
1/8' 1 -3/4' 12' NORMAL TO BAR
CAST IRON INLET FRAME AND GRATE 00.2814734
NOTE. MINIMUM WEIGHT OF FRAME AND GRATE IS 280 LBS.
NOT TO SCALE
AS —BUILT I
IF SHEET IS LESS THAN 32° X 21° IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS I
SEATTLE. WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS V
2' -
0'
TOP OF NEW GRADE
RENTON WASHINGTOP
LEVEE EMBANKMENT
ADD ADJUSTING RINGS TO
I W
E- 19 -1 -70
I DACE. vLA.
98DEC03 C -44
-
�~►P' ! i' ?817
■
®o a .<
CATCH BASIN TO RAISE
o pvm
BRB
SMEE1 52
• 4 3
TO TOP OF NEW GRADE.
SCANNED SEP 13 2002
P
JOINTS SHALL BE RUBBER
LL
176
FR'
113,6
GASKETED TO MEET ASTM
EXISTING GROUND SURFACE -�
o
°
C 443
STEPS IN ADJUSTMENT SECTION
SHALL HAVE SHALL HAVE 6" MIN
CLEARANCE.
I
I°
EXISTING WATERTIGHT
L ° I FRAME AND COVER
I I
I
I p I TYPICAL OF TWO LOCATIONS,
SEE PLATE C -28
L_-
CATCH BASIN
EXTENSION
AS —BUILT I
IF SHEET IS LESS THAN 32° X 21° IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS I
SEATTLE. WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS V
`J
r
NOT TO SCALE
RENTON WASHINGTOP
D
v;
B -99 -0017
I W
E- 19 -1 -70
I DACE. vLA.
98DEC03 C -44
-
�~►P' ! i' ?817
■
®o a .<
o pvm
BRB
SMEE1 52
• 4 3
2
SCANNED SEP 13 2002
LL
176
FR'
113,6
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