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8" STRUCT. CONC. i
SLAB, TYP. I
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® BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN.
SEE SHEET 5 FOR REVISED ANGLE.
8" STRUCT. CONC.
SLAB, TYP.
PRECAST CONC. BOX PRECAST CONC. BOX
CULVERT 4,10 r � CULVERT
C
48"0 MANHOLE
CULVERT ANGLE POINT
CAST -IN -PLACE CULVERT PLAN DETAIL
PER RENTON
STANDARD DETAIL N ze,•
36"0 RISER PER
RENTON STANDARD
DETAIL
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2_#5 TRIM I I I CULVERT ANGLE
BARS, TYP. I 1 POINT
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PRECAST CONC. BOX
rc'�
OPP. CULVERT
CULVERT
6'-0"
7'-4"
CAST -IN -PLACE CULVERT PLAN DETAIL
SCALE: 1 /4" = 1'-0"
� RT
/ ASPHALT PAVEMENT
C / /
T.O.
TYP. / /o ego Aga ego ego ego FINISH I
SEE NOTE BELOW / / o Q GRADE
A APPROVED
COMPACTED
--- -f ---- -- - - ?�'. , yi
- BACKFILL, TYP. j 00
�' 8" STRUCT. CONC. SLAB �� #5xm DWL'S °'•
W/ #5 ® 8" O.C. EA. ® 12" O.C. w
- / - - - - WAY AT BOTTOM N
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2-#5 CONT. 0 11 T.O.
TOP & BOT. OF CULVEI
WALL, TYP.
PRECAST CONC. BOX
/ o CULVERT 8" CONC. WALLIT 6'-0" 8"
400
'-0' / / 61 W/ #5 ® 8" O.C. o
EA. WAY, TYP. d'
/ E E E E.
D J , B.O.
- �-2-#5 TRIM CULVEI
•� b �' TYP. / \ BARS, TYP.
m
0 BOTTOM ( CULVERT ANGLE �i
SLAB 6"
� \ / / POINT np.
- - - - - - - - - - - - - 48"0 MANHOLE PER 8" CONC. SLAB WITH #5 0 12" O.C. EA.
�' RENTON STANDARD
WAY ® MID. DEPTH OF SLAB OVER 6"
8" STRUCT. CONC. �;'� DETAIL COMPACTED FOUNDATION GRAVEL, OVER
SLAB, TYP. ���� . 36"0 RISER PER 2'-0" MIN. CONTROLED DENSITY FILL
RENTON STANDARD (CDF)
DETAIL
�ti' ay - NOTE:
�� o
x S UNKNOWN.
SEE SPECIAL PROVISIONS 1 DEPTH OF SEWER PIPE AT CROSSING
SHEET 5. SECTIONrA
V°o�, �s114 �q, SCALE: 3/8" = 1'-0" -
oN L CAST -IN -PLACE CULVERT PLAN DETAIL i�
A
EXPIRES: 3/31 /08
C7raty & Oeborna, I>�.
CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTM WAMN6TON 9610 <20W 264-0960
SCALE: 1 /4" = 1'-0"
REVISED 6/22/07
REVISED 4'X6' BOX CULVERT ALIGNMENT
NO. I REVISION
e
C'f
® BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN.
SEE SHEET 5 FOR REVISED ANGLE.
5'-6"f
5'6N T' A
C
TYP.
48"0 MANHOLE
PER RENTON
-- -
-------
STANDARD DETAIL
\ � /
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2-#5 TRIM
36"0 RISER PER
�
I
BARS, TYP.
RENTON STANDARD
/
DETAIL
D
-
TYP.
,-- ---------------
® BOTTO
SLAB
PRECAST CONC. BOX
�• nG
CULVERT
os
p°
CULVERT ANGLE
4'-0"
POINT
8" STRUCT.
CONC.
SLAB, TYP.
B
PRECAST CONC.
BOX
CULVERT
-
D-271 111
STANDARD FRAME AND
GRATE OR RING AND
COVER PER CIVIL
ASPHALT PAVEMENT------\
CAST -IN -PLACE CULVERT PLAN DETAIL
SCALE: 1 /4" = 1'-0"
8" CAST-IN-PLACE-
CONC. WALL A
36" DIA.
RISER OR ADJUSTMENT -- 00
SECTION PER RENTON STEPS AND
STANDARD DETAIL LADDER PER
RENTON
MANHOLE PER RENTON STANDARD DETAIL np, WALL REINF.—
STANDARD DETAIL
z 1" NON -SHRINK GROUT, 48" DIA. DOWEL -IN THREADED
1" THICK MIN GROUT, REBAR
TYP. FILLET, TYP.
8" STRUCT.
CONC. SLAB
8" CONC. 6$-0"
WALL, TYP.
CAST -IN -PLACE
CONCRETE
CULVERT
6"
NOTE: TYP.
BALANCE OF 8" CONC. SLAB
INFORMATION
SEE SECTION rA
SECTION B
SCALE: 3/8" = 1'-0" -
8" CAST -IN -PLACE
CONC. SLAB
TYP. SLAB REINF.—
DOWEL—IN THREADED
REBAR
RECOMMENDED FOR APPROVAL
By. -Daniel Carey---- Date:-4/9/07-
BY---------------- Date: --------
BY ---------------- Date: --------
BY ---------------- Date: --------
SCALE:
'AD 1 CITY OF
AS SHOWN HORIZONTAL- HAD 1>� 1>ao1 .i
7K RENTON
°NE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
U
1 /2"x3/4" DP. ELASTOMERIC
JOINT SEALANT, TYP.
2_#5 PRECAST CONC.
CONT. CULVERT WALL
J
a
3
THREADED COUPLER
PLAN VIEW
DETAIL c
SCALE: 3/4" = 1'-0" -
1/2"x3/4" DP. ELASTOMERIC
JOINT SEALANT, TYP.
2_#5 FPRECAST CONC.
CONT. BASE SLAB
m
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ci
THREADED COUPLER
SECTION D
SCALE: 3/4" = 1'-0" EIH2�7�lTl�l
DATE:
RENTON VILLAGE STORM SYSTEM PROJECT FIELD90,0K. 07
PACE:
DRAINING W.
CAST -IN -PLACE CULVERT DETAILS
SHUT' 11 OP 12