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DO NOT BACKFILL VAULT
WALLS UNTIL CONCRETE
PLANKS ARE INSTALLED
AND CONNECTED
I y'\/Xv/Xv/Xvi
V-12" /\(3) #5 x 24" BARS
@ SPLICE LOC.
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1'-0"
in
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Jb"
#5x15'C
LOSURE TO WALL
DOWELS @ 30" O.C.
2' TYP-6"X8"
POUR SLOT
#5X24"TIES
3" MIN BEARING EA END
:
a`
8" THICK WALL
LP
#5 @ 16" OC VERT
`Ia
#5 Ca 16" OC HORZ
2" CLR.
I
TYP.
B
ELEV 388.6
ESE-
• ' � ' �..:�' , � -.j�/jam/jam/jam/j�
'#5 BARS @ 16" O.C.
FOOTING DOWELS EACH FACE
EXTEND 24" INTO WALL
4'
AT GRATE EXTEND
WALL TO FINISH GRADE
CONNECT PER 7/S2
i8"
#5 x 24'C LID TO
CLOSURE DOWELS @
EA. PLANK
° 8" THICK WALL
#5 BARS @ 16" O.C. VERT.
#5 BARS @ 16" O.C. HORZ.
2" CLR.
(4) LID SEC. @ TANK END WALL
0
JLT WALL
12" PVC 12" PVC
inlet 391.65 outlet 391.1
ACCESS OPENING PER CIVIL
56'-0" 12"DIA VENT
CONTROL
STRUCTURE :116'-0" PER DET 10
PER CIVIL \
SEE CIVIL DWG FOR ACCESS — �...�-------------------------------------------------------------------------------------------------- ---
............................................. - - - - - - - - - - - - - ; - - -' ........ - --
SHAFT AND LADDER
.......... .. ..... 8 PVC inlet 394.0'...,
00
50' from left end
—
. o�•'` %.1.. a ----
• ❑❑ ❑ ❑ ❑
OPENING
e 1z 1/2' THICK CAST IN RETENTION BASIN
PLACE CONCERETE SLAB
` 22.0'X1 16'INSIDE
SHOWN SHADED
AS SHOWN
B
00
0 0
N �
4'-0" —' 4'-0" 12'-0"
c� ~ ~ (29) 12-1/2" PRECAST a' o°
N
PRESTRESSED
CONCRETE PLANKS
❑❑❑❑ I ❑❑❑❑ ❑❑❑❑
e (4) #6 PLANK
_ - DOWELS PLACED @
MID -DEPTH OF SLAB
.�--------
rv� .... .�..........................................................................------------------------------------.......................;..... .�................. ................................ ....................................................... --------
32'-0"n5
DET 5/S1
— TYP 76'-0" DET 7/�
TYP
RISER WITH OPEN
SLAB REBAR @@ ACCESS OPENING TRAFFIC RATED
24" MAX.
ADD (1) VERT. F
..
1 HEIGHT REBAR E
a
i a SIDE OF BLOCK
,,,a,,,.
-
N �' " ice
• 4
TYP. WALL —ADD #4 x48"
REBAR SET @ 45'
PIPE BUCKOUT DETAIL
NTS
GRATE (3 PLCS)
PER CIVIL
4'X5.5'
SUMP
DET 7
--- —
U LL I
5'x10' GRATE
I:
GRATE ALLOWS
FOR VENTING
12" PVC
inlet 394.4
AT GRATE ONLY
EXTEND VAULT WALLS
TO FINISH GRADE PER
DET 4
OUT I — - - — — —
I 5'-6"
o
FOOTING @ SIDE WALLS r - MAN OLE
36"W x 12"D SLOPE
_+ #5 BARS @ 12" O.C. EACH WAY BOTTOM00
-
I _ 5% _ _
I
I W I I
I
„
I I 8" WALL W/#5 16 oc
EW CENTERED
12" D FOOTING
o i FOOTING @ END WALLS 4" CONCRETE
GRAD BOTTOM SLOPE 36"x156" #5 @ 12" oc
I I
N I 1 24��W X 1211D #4 BARS @ 16" O.C. B O 5 OM EW BOT TYP
EACH WAY
#5 BARS @ 12" O.C. EACH WAY
8" WALL W/#5@16" oc 12,
b b EW CENTERED 2,-------- ----
,b
12" D
— -- — SLOPE — — — 4 x FOOTING
2" oc EW °0
Cq
_ �— BOTTOM BOT TYP I-
-� -- — — -- —J — -- —J
L --
31�0 NVW 3l0 NV W 310 NVLA in 5'x10' GRATETI
I101
(5) #6 BARS TOP &BOTTOM AT GRATE EXTEND 8"
�• w/#4 TIES @ 6" O.C. i WALL W/#5@16" OCCENTERED EW TO
START 2" FROM END I°
FINISH GRADE All elevations, drainage slopes,
pp
i e sizes and locations are DIMENSIONS FOR SAFE DRILLING
° (��(/��\//�� [ s '" OPEN TO GRATE
24""
4"
PE
(77) SUMP
CWA_CONSULTANS
(360)-871-5433
per Civil drawings
03/31 /2025
AT GRATE CONTINUE 8" WALL AND
REINFORCEMENT TO FINISH GRADE
CORNER BARSTO
CORNER BARS TO
MATCH CROSS WALL
MATCH HORIZ REINF
HORIZ REINF
6" X 8" POUR SLOTS
(ALT HOOKS)
� ----- -------
•.� ~ .!
a
GROUT 24" MIN
I PLAN
d
-ADDITIONAL
TYP CORNER
VERT BARS
BARS: 24
#5 IN EACH VOID BY OTHERS.
(3) TOTAL ®
a
11
CROSS WALL
12
24"
11
8„ WALL W/#5@16 oc
EW CENTERED
SURVEYED:
SCALE:
SCALE
DESIGNED:
DRAWN:
ONE INCH
REVISED PER AGENCY COMMENTS
CWA
/23/25
CWA
CHECKED:
11
AT FULL SCALE
IF NOT ONE INCH
NO.
REVISION
BY
I DATE
I A P P R
SCALE ACCORDINGLY
APPROVED:
LEGEND ® = NO DRILLING
'V_W
3~ 14-1 /2" 26. 37-1 /2"
10-1 /2" 2r 33-1 /2" 45"
i CM
O
CM N
6-3/4" 11-1/2" 11-1/2" 11-1/2" 16-3/4" O
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
•
CITY OF
RENTON
t."'R
VX697
Planning/Building/Public Works Dept.
05 IN EA. VOID
BY OTHERS, (2) TOTAL
W 3'-0"
(1) #5 BY OTHERS
U3!-0"
2'—W
Xim
T VOID E O
OTHERS.
(3) TOTAL
5'-3"
�1,-0" VENT NOTCH
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R-417318
IN COMPLIANCE WITH CITY OF RENTON STANDARDS U)
UCj
DEVELOPMENT ENGINEERING AoffilikkG
msippo 05/15/2025 0
2
Z
0
DATE: LU
SUNRIDGE_TOWNHOMES_II 03/ 3/2025
FI
PAGE: 0
STRUCTURAL —DETAILS DRAWING NO: Ir
S 'I Z
SHEET: 1 QCJ OF: D
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