HomeMy WebLinkAboutR-412417I
KNEE WALL wl OPENING
SCALE 1/2"=1'-0"
III T8"o/c
SEEA S3
WALL PIER SEE A/S3
FOR VERT REINF
►_1m.ieql
#5@12"o/c HORZ & VERT
ON BACK FACE OF
WALL. DOWELS TO
FOOTINGS ARE NOT
REQUIRED AT THESE
VERT BARS
WALL PIER DETAIL
NTS
103
TYP WALL SECT
S3 SCALE 1/2114_011
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II ALT, HOOKS
24 PLAN VIEW
#5 x 301I 3611
KNEE -WALL—\ TO MATCH HORZ, #5x 1811 C
CLOSURE TO WALL -
® DOWELS @ 36"o/c,
#5@12"o/c HORZ & VERT ON BACK
FACE OF WALL, DOWELS TO
FOOTINGS ARE NOT REQUIRED AT
THESE VERT BARS
#5 x241lx24" CORNER BARS
TO MATCH HORZ WALL
REINF TYP
41-011
#5 x241lx24" CORNER BARS TO
MATCH HORZ WALL REINF TYP
TYP WALL CORNER REINF,
NTS
Nis
VAULT WALL
(-2TYP WALL SECT
S3 SCALE 1/2114_011
4'-0" WIDE PLANK
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3611
#5 x 2411 C LID
TO CLOSURE DOWELS
@ EA PLANK,
ELEVATION VIEW
LID
& WALL TO
CLOSURE
DOWELS
AT
PLANK VOID
END FILL
8 WALL
SCALE 3/4114-011
103
108
('T� TYP WALL SECT
S3 SCALE 1/2°=1'_0°
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING NJt �
bbannwarth 02/19/2021 '1]
co
co
N
1211
#4 x 11411
SET @ CENTER
OF VOID
1_ 1'-011
PLAN VIEW
3611
#5x 18" C
CLOSURE TO WALL
DOWELS @ 36"o/c,
HOLLOW CORE
1'-011 PLANK
------- ---- -- #6 @ CENTER OF
------- ---- -- VOID
.......CELL BLOCKOUT
PERIMETER WALL
WALL VERT REINF
EXTENDING INTO
CLOSURE
12'1
#4 x11411 SET
@ ENTER OF VOID
--------------
- -----
■
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■
..
■
..
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■
VAULT WALL
ELEVATION VIEW
LID & WALL TO CLOSURE DOWELS
AT VOID BLOCKOUTS 8 WALL
SCALE 3/4114-011
WALL GENERAL KEYNOTES
101, PLANK TO BEAR 3" MINIMUM ONTO THE TOP OF THE CONCRETE
WALL, SEE PLANK MANUFACTURER'S DRAWINGS FOR FINAL BEARING
LENGTH, INSTALL BEARING PAD AS DETAILED ON THE PRECAST
PLANK PLACEMENT DRAWINGS,
102, 12-1/211 THICK PRECAST HOLLOW CORE PLANK,
103. FINISHED GRADE, ELEVATION VARIES, SEE DESIGN CRITERIA ON
SHEET S1 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN
ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS,
104. 4110 PERFORATED PVC FOOTING DRAIN SET IE=415,75 WRAPPED IN
FILTER FABRIC, ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON
THE CIVIL DWGS,
105. PREENGINEERED DRAINAGE MATT TO EXTEND OVER THE HEIGHT OF
THE WALL, SEE GEOTECHNICAL REPORT FOR MATERIAL
SPECIFICATIONS,
106. 4" PVC RIBBED WATERSTOP w/ CENTER BULB AT ALL PERIMETER
WALLS OF THE VAULT, INSTALL AT THE CENTER OF THE WALL, IN
ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS,
107. SEE FOUNDATION PLAN FOR GRADE SLAB REINFORCING,
108. PAD FOOTING AT WALL PIER BEYOND, SEE 4/S2 FOR REINF,
109. HEADER @ OPNG, SEE A/53 FOR REINF,
WALL REINFORCING KEYNOTES
201, 8" THICK CONCRETE WALL PIER BEYOND, SEE A & 8/63 FOR REINF,
202, 8" THICK CONCRETE WALL REINF w/ #5@12"o/c HORZ & VERT,
PLACE VERT REINF NEAR THE INSIDE FACE OF THE WALL.
PROVIDE (21-#5 CONT HORZ BARS @ THE TOP OF THE WALL,
EXTEND BARS 11" INTO LID CLOSURE POUR WHERE POSSIBLE,
203, #5 FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL
REINFORCING SPACING, PROVIDE STD HOOK @ END OF BAR CAST
INTO FOOTING, DOWELS SHALL BE EMBEDDED A MINIMUM OF 9"
INTO 12" THICK FTG, &SHALL EXTEND INTO THE WALL 28" MIN,
SEE 7/S3 FOR DOWEL PLACEMENT REQUIREMENTS,
204. #5x4'-O" PLACED SUCH THAT EACH 4811 WIDE PLANK RECEIVES (21
BARS, LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON
THE PRECAST PLANK PLACEMENT DWGS, PROVIDE ADDITIONAL
BARS @ EACH PLANK IF REQ'D AND SHOWN ON THE PRECAST
PLANK SHOP DWGS,
205, LID & WALL TO CLOSURE POUR @ VOID BLOCKOUT, SEE 6/63 FOR
REINF,
206, LID & WALL TO CLOSURE POUR @ END VOID FILL, SEE 5/S3 FOR
REINF,
207. #5@18"o/c BOT
208, N46 CONT IN CLOSURE POUR, LAP 3611 @ ALL SPLICE LOCATIONS,
209, 12146 CONT, IN CLOSURE POUR,
210, #5 @ HORZ @ MID DEPTH OF HEADER,
211. #5 LONG AS SHOWN, LAP 2411 AT ALL SPLICE LOCATIONS,
212, N47 @ 211o/c TO EXTEND ACROSS THE FULL WIDTH OF THE VAULT
213. I2I-#5 x 4'-0" DIAGONAL BARS EA CORNER
214, PROVIDE N45 VERT IN EA JAMB OF OPENING LOCATE AS SHOWN,
215. �Z-#5 CONT AT TOP OF WALL,
216, #4@8"o/c WALL PIER TIES w/ ALTERNATING HOOK, SEE 8/S3
217, #4@4"o/c VERT w/ 180 DEG HOOK & BOT,
3" MAX DOWEL & VERT REINF TO BE
PLACED IN LINE DOWN THE
% LENGTH OF THE WALL
U o0
DOWEL w/off FTG TO L_ VERT WALL
VERT BAR WALL DOWEL REINF
SPLICE
' MAX DOWEL & VERT REINF TO BE
PLACED IN LINE DOWN THE
LENGTH OF THE WALL
DOWEL w/o FTG TO J L VERT WALL
VERT BAR WALL REINF
SPLICE DOWEL
,TYP FTG DOWEL PLACEMENT DETAIL
SCALE 1"=1'-O"
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