HomeMy WebLinkAboutD-20420B#5 1
#5
ALT
T &B
R,.
4'- -0, 0' 4„
�. l
711
#6 412 -OC
T &13 —
in /
±+1? #8 @69 "OC /
i< W5 C 12 -OC
'I TOP AND BOTTOM
I #8 @ 12 „OC>
TOP AND BOTTOM
SECTION , 1
SCALE: 1/2 ° =' —o° s5oo s5o3
3/16” SS SCUM BAFFLE 3/16'END PLATE, TYP
2" D1A SS SCH 40
�� PIPE @3' -070C (ALT
W/ SLOTTED HOLES)
3/16 "SS WEIR PLATE
iv
IF W/ I" x7" SLOTTED
HOLES
iv -- -- - T MIN - 6" MAX
' -- EL 14.4
3- 3 /4'DIA SS BOLTS
a — -
------ ®3' -0 "OC MAX
EL 14.4
L 2 1/2" x2 1/2" a _ 2 1/2"
x3/16 SS (LOOSE) I
2 1/27
ADJUSTABLE WEIR 2 2
SCALE: 1 112"=1'-T 5500 S503
ADD 6" WTSP, WALL 3/8" RADIUS TOOLED
CONTROL JOINTS ONLY ON AT TOP SLAB
ONLY
a
50 PERCENT OF REINFORCING
CONTINUOUS THRU JOINT,
STAGGER LAPS
r _
SLAB /WALL
CONTROL JOINTS 3
SCALE: 1 1/_21'=1'—O"
ssoo
ISOLATION JOINT SIMILAR TO DETAIL e
- CONCRETE PAVEMENT
1=
PER DETAIL 1 /C52
SCALE: 1 /2 " =1' -Cr
5500 5503
LENGTH (TENT
FOR REINF, SEE �-
- #8 @9" OC
ALTERNATE HOOKS
- #5 @ 12"OC EW EF
NOTE:
SEE PLAN FOR TOP
SLAB ELEVATION
SUMP, SEE PLAN
FOR LOCATION
I
— r'. UK CiIT -OFF EXISTING FILING
@1"� "OC EW BOTTOM 3' -0" BELOW STRUCTURE, TYP-
SEE S501
1
GEOTEXTILE USED WITH UNSIJITA.BLE FOUNDATION
EXCAVATION AND BACKFILL
UNSUITABLE FOUNDATION EXCAVATION AND BACKFILL.
LOCATION AND DEPTH TO BE DETERMINED BY
ENGINEER. PAID FOR AS BID ITEM 2.
SECTION
SCALE: 1/8"=V-07
S 500
DEVELOPMENT
LENGTH (TYR)
AREA OF BARS
/ I / EQUAL BAND
BARS CUT
STEEL REINF
CUT BAND "B"
1 ' -8" LAP
AREA OF BARS
EQUAL BAND
'A" BARS CUT
4 -21 4 -20 IPxE -
- � - 'APSHINGTGN=
4-as
4-90
4 -04
N
PLAN — APPROX DRAINAGE AREA
TRIBUTARY TO WETVAULT 9
NO SCALE -
POLYPROPYLENE
LADDER
DETAIL
1=
SCALE: 1 /2 " =1' -Cr
5500 5503
LENGTH (TENT
AREA OF BARS EQUAL
BAND "Er BARS CUT -
ALTERNATE HOOKS
STEEL REINF
CUT BAND "A " "�
NOTE:
roHOOK, AL REINF
HOIZONTAL
ADD 1- #5 x4' -O"
0°
IN
DRILLED HOLES
REINF W/. STD
DIAGONAL AT EACH
P
2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS.
90' HOOK
CORNER FOR EACH
i
3. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS IN WALLS AND
i!
D042
LAYER OF REINF
SLABS 12 INCHES OR LARGER IN ANY DIRECTION.
STEEL REINF
CUT BAN- D -A7-----\
AT WALL INTERSECTIONS
REINFORCEMENT
5
1— #5 HOOP IN
NO SCALE
S500
EACH LAYER
OF REINF FOR
6 6
OPENINGS
DEPARTMENT OF PUBLIC WORKS
NO SCALE
1 Z OP, LARGER -
.. C::. JJ .E ^5
NO SCALE S500 1
AREA OF BARS EQUAL
— -
BASED e� <, FURNISHED
BAND ° B° BARS CUT -
SEE S501
1
GEOTEXTILE USED WITH UNSIJITA.BLE FOUNDATION
EXCAVATION AND BACKFILL
UNSUITABLE FOUNDATION EXCAVATION AND BACKFILL.
LOCATION AND DEPTH TO BE DETERMINED BY
ENGINEER. PAID FOR AS BID ITEM 2.
SECTION
SCALE: 1/8"=V-07
S 500
DEVELOPMENT
LENGTH (TYR)
AREA OF BARS
/ I / EQUAL BAND
BARS CUT
STEEL REINF
CUT BAND "B"
1 ' -8" LAP
AREA OF BARS
EQUAL BAND
'A" BARS CUT
4 -21 4 -20 IPxE -
- � - 'APSHINGTGN=
4-as
4-90
4 -04
N
PLAN — APPROX DRAINAGE AREA
TRIBUTARY TO WETVAULT 9
NO SCALE -
POLYPROPYLENE
LADDER
DEVELOPMENT
RUNGS 01270C MAX
LENGTH (TENT
NOTE:
SET RUNGS
I. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS UNLESS
IN
DRILLED HOLES
INDICATED OTHERWISE -
W/ EPDXY
2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS.
3. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS IN WALLS AND
i!
D042
SLABS 12 INCHES OR LARGER IN ANY DIRECTION.
4. ADDITIONAL REINFORCING MAY BE OMITTED ONLY WHERE OPENING IS
FRAMED BY BEAMS.
LADDER RUNGS
- P:E�CORD D4AVVINGS
OPENING REINFORCING
CITY OF RENTON
6 6
g KRA A R, CHIIM1" & f!4 ro
DEPARTMENT OF PUBLIC WORKS
NO SCALE
5500 5503
.. C::. JJ .E ^5
NO SCALE S500 1
— -
BASED e� <, FURNISHED
WETVAULT DETAILS
By DATE Z 3
4 -01 PARKING AREA
DESIGNED: DATE: 2/93 FILE NAME: S501
DRAWN:
CHECKED: SCALE: AS SHOWN -- BOO,: PAGE:
N0. REVISION I APPR. GATE
APPROVED: SHEET: 11 OF 13
6wp — ,T0 -2042
I i I I I I I A I I I I A I I I t I Y 1 z r 1 1 T 6 _