HomeMy WebLinkAboutD-271111T
T
N
N
CL
1!
q CULVERT
8" STRUCT.
SLAB, TYP.
IF /
C& rti
llifffl�
CULVERT ANGLE POINT
14'
sAa
a o
°oo rt x
d+ 19114 ®
NAL
EXPIRES: 3/31/08
SCALE: 1/4" = 1' -0"
V► BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN.
SEE SHEET 5 • - REVISED A
48.0 MANHOLE
PER RENTON
STANDARD DETAIL
36 "0 RISER PER
RENTON STANDARD
DETAIL
•
0
I
�t
r i
i I I CULVERT ANGLE
I I POINT
I I
PRECAST CONC. BOX
CULVERT
CULVERT
6' -0" -
7' -4"
SCALE: 1/4" = 1' -0"
� Rr
/ ASPHALT PAVEMENT
C / /
cgo cgo cgo cgo
SEE NOTE BELOW
/ / A mt
APPROVED
- - - - - -- - - --,� - - COMPACTED��
BACKFILL TYP.
8" STRUCT. CONC. SLAB #5x�� DWL'S
- - (J W/ #5 ® 8" O.C. EA. 0 12" O.C.
- - - -
--- T - WAY AT BOTTOM N
c) 00
2 - #5 CONT.
TOP & BTMpOT. O
WALL F�
`PRECAST CONC. BOX
CULVERT 8" CONC. WALL 6' -0" g"
W/ #5 a 8" O.C.
EA. WAY, TYP.
D
/ E.
------2-#5 TRIM
T},p - BARS, TYP.
BOTTOM ------CULVERT / !i
i ANGLE "
SLAB \ / / POINT
- - - - - - - - - 48 "0 MANHOLE PER
RENTON STANDARD 8" CONC. SLAB WITH #5 ®12" O.C. EA.
• DETAIL WAY ® MID. DEPTH OF SLAB OVER 6"
8" STRUCT. CONC. �'�• "� RISER PER COMPACTED FOUNDATION GRAVEL, OVER
36 0
SLAB, TYP. �. 36" RI STANDARD 2'-0" MIN. CONTROLED DENSITY FILL
DETAIL (CDF)
THREADED kIMIREVISED 4'X6' BOX__C1&ERT ALIGNMENT
pf
STANDARD FRAME AND
GRATE OR RING AND
COVER PER CIVIL
ASPHALT PAVEMENT—
48 "0 MANHOLE
PER RENTON
STANDARD DETAIL
36 "0 RISER PER
RENTON STANDARD
DETAIL /
\� n
G
PRECAST CONC. BOX
CULVERT
�r CPSo �o
GRADE
RISER OR ADJUSTMENT/
SECTION PER RENTON
STANDARD DETAIL
MANHOLE PER RENTON
STANDARD DETAIL
T.O. 1" NON- SHRINK GROUT,
CULVERT np.
8" STRUCT.
CONC. SLAB Aj
B.O. Ila VVMLL, 1 Tr.
CULVERT CAST- IN- PLACE-
CONCRETE
CULVERT
36" DIA.
48" DIA.
6' -0"
BOX CULVERT ANGLE REVISED FROM WHAT IS SHOWN.
SEE SHEET 5 FOR REVISED ANGLE.
S' —R "+
8" STRUCT. CONC.
SLAB, TYP.
PRECAST CONC. BOX
CULVERT
CULVERT ANGLE
POINT
CAST -IN -PLACE CULVERT PLAN DETAIL
SCALE: 1/4" = 1' -0"
8" CAST-IN-PLACE-
CONC. WALL A
cP.o 4&r
00 •
7-STEPS AND
LADDER PER
RENTON
STANDARD DETAIL TYP. WALL REINF.—
N DOWEL -IN THREADED
/-1" THICK MIN GROUT, REBAR
FILLET, TYP.
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
i- --
'If A
TYP. SLAB REINF.
RECOMMENDED FOR APPROVAL
By: _Daniel Carey____ Date: _4/9/07_
BY ---------- - - - - -- Date: -- - - - - --
BY ---------- - - - - -- Date: -- - - - - --
BY ---------- - - - - -- Date: -- - - - - --
SCALE:
V
197
AS SHOWN B.1- CITY OF
7M RENTON
ONE DATUM
AT FULL SCALE Planning /Building /Public Works Dept.
IF NGT ONE 11
SCALE ACIMMI GLY
J
M
C.)
L
1 /2 "x3/4" DP. ELASTOMERIC
JOINT SEALANT, TYP.
2 - #5 PRECAST CONC.
CONT. CULVERT WALL
Q
3
c�
THREADED COUPLER
PLAN VIEW
DETAIL C
SCALE: 3/4" = 1' -0" -
1/2"x3/4" DP. ELASTOMERIC
JOINT SEALANT, TYP.
2_ #5 PRECAST CONC.
CONT. BASE SLAB
m
cn
•
r: A 16 1
THREADED •
SECTION D
SCALE: 3/4" = 1' -0" -
111
DAM
RENTON VILLAGE STORM SYSTEM PROJECT RUN=: 4/6/07
PACE:
DRAWING NO:
CAST -IN -PLACE CULVERT DETAILS
SHEEr: 11 OF., 12
r
b x
> �
1
d
N