HomeMy WebLinkAboutR-412416201-911
64'-11"
63'-7"
20'-911
201-911
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S3 CORE PLANK LID, TOP
OF LID EL= 422.50
201-911
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64'-1111
63'-711
20'-911
S3
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16'-111
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FOUNDATION PLAN
SCALE 3/1611 = 11-011
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-- 141-#6 PLANK
#5 IN EACH 3i_On
,
: :
DOWELS PLACED
VOID (3) 3'-0"
C (1) #5 x 2'-3" C
---;---------------=-------;-
AT MIDDEPTH OF
TOTAL oo
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SLAB,
12-1/211 THICK
CAST IN PLACE
CONCRETE SLAB
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OPENINGS
#5 IN EACH
VOID (7) 51-311
TOTAL 1-0
TOTAL
;1 LIb REINF @MANHOLE
SCALE NTS
AT PERIMETER WALL
LID REINF @ MH w/ KNEE -WALL
SCALE NTS
cV
FRI
0
21 81
F A �,'l
0' 4'
SEE FOUNDATION
PLAN KEYNOTES
FOR WALL REINF,
#5 DOWEL TO MATCH
WALL VERT REINF
SPACING. SEE 7/S3
FOR PLACEMENT
REQMTS.
GRADE SLAB REINF
SEE FOUNDATION
PLAN
I3I45 CONT, BOT
#5@12"o/c
21-611
KNEEWALL FTG DETAIL
SCALE 3/411=1'-011
PLAN KEYNOTES
1, 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@1811o/c EA WAY,
PLACE ALL REINF AT MID -DEPTH OF THE SLAB, CAST GRADE SLAB IN
A SINGLE POUR, SEE 2/S1 FOR REINFORCING PLACEMENT DETAIL.
2, CAST IN PLACE CONCRETE WALLS TYPICAL AT THE INTERIOR &
PERIMETER OF THE VAULT, SEE WALL SECTIONS ON S3 FOR
REINFORCING AND DIMENSIONS, PROVIDE ADDED REINF AT PIPE
PENETRATIONS AS SHOWN IN 3/S1,
3, THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB, SEE
WALL SECTIONS FOR SIZE & REINF UNO,
4, 12-1/211 THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA
NOTES ON SHEET S1 FOR PLANK LOADING REQMTS.
5, PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR PIPE
DIAMETER, LOCATION & INVERT ELEVATION, SEE 3 & 4/S1 FOR WALL
REINF @ PENETRATION, ADDITIONAL REINF IS NOT REQUIRED FOR
PIPES LESS THAN 8" m PROVIDED THEY ARE PLACED BETWEEN THE
TYPICAL WALL REINFORCING,
6, 8FT WIDE OPENING WITHIN CELL DIVIDER WALL, SEE A/S3 FOR WALL
REINF AT OPENING,
7, 2411 DIAMETER OPENING THRU LID TO ACCEPT RISERS, LADDER, RING
AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS, SEE 1/52 FOR LID
REINF AT OPNG,
7A, 2411 DIAMETER OPENING w/ KNEEWALL TO ACCEPT RISERS, LADDER,
RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS. SEE 2/S2
FOR LID REINF AT OPNG,
8, POUR SLOTS IN THE TOP OF THE PLANK. MANUFACTURER TO PROVIDE
A MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK. PLANK
MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS
BEYOND THE MINIMUM SHOWN, THE GENERAL CONTRACTOR SHALL
INCLUDE GROUTING OF THESE ADDED CELLS IN HIS BID, SEE WALL
SECTIONS FOR REINF.
9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO
THE PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY
AS SHOWN ON THIS PLAN, SEE WALL SECTIONS FOR REINFORCING,
10, 811 THICK KNEEWALL, REINF w/ #5@121'o/c HORZ, AND VERT. PLACED AT
THE CENTER OF THE WALL. PROVIDE (2)45 HORZ AT THE TOP OF THE
WALL & (2)45 VERT AT THE FREE ENDS OF THE WALL. EXTEND VERT
BARS 1111 INTO THE 12-1/211 THICK LID CLOSURE POUR, SEE 3/S2 FOR
FTG INFORMATION,
11. 48110 CATCH BASIN BASE TO ACT AS SUMP. SEE 5/S2 FOR DETAILS,
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 02/19/2021
RD
a
TYP PERIMETER WALL
LONGITUDINAL REINF
....................... ........ ...... .......
....................... ........ ...... .......
...................... .. ..... ...... .......
\-- ADO (4)45 BOT
LONGITUDINAL
11-811 8" 11-811
41- 011
F4,0 FTG DETAIL
SCALE 3/411=1'-011
LEGEND
ITOV INSIDE TOP OF VAULT LID (TOP OF CONC, WALLS)
IBOV INSIDE BOTTOM OF VAULT (TOP OF GRADE SLAB)
CIP CONCRETE WALL,
- - - - - CONCRETE SPREAD FOOTING
DIRECTION OF DOWNWARD SLOPE
F28x12 2811 WIDE x 1211 THICK FTG SEE 2/S3
F24x12 2411 WIDE x 1211 THICK FTG SEE 1/S3
F30x12 3011 WIDE x 1211 THICK FTG SEE 3/S2
F4,0 4811 WIDE FTG SEE 4/S2 FOR REINF,
CONSTRUCTION LOADS
THE VAULT LID HAS BEEN DESIGNED TO CARRY THE "DESIGN
LOADS" ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL
DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED,
AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE
LIMITS SPECIFIED ON THIS DRAWING, "BOBCAT" OR OTHER LIGHT
EQUIPMENT SHALL BE USED FOR PLACEMENT OF MATERIALS OVER
THE VAULT LID, ALTERNATIVELY, ALLOWABLE UNIFORM LOADS ON
THE BARE SLAB CAN BE OBTAINED FROM THE PLANK MFGR,
DIMENSIONS & ELEVATIONS
THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE
DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS,
AND SHALL NOTIFY BOTH THE CIVIL & STRUCTURAL ENGINEERS IN
WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND
THESE DWGS PRIOR TO CONSTRUCTION,
INSIDE FACE OF
PERIMETER VAULT WALL
RISER SEE CIVIL
SINGLE PIECE
OF MOLDED
FIBERGLASS
GRATING
DESIGNATION
MS-200, 2"
HEIGHT WITH 2"
MESH, PROVIDE
LEAST POSSIBLE
NOTCH AT
T-PIPE.
GRATING TO BEAR
1-3/811 MIN ONTO
SUPPORT ANGLE
'YPE 2 CATCH
BASE
w/
(11)-1/4"mx1-3/4" LONG HEX HEAD STAINLESS STEEL
SIMPSON TITEN CONCRETE SCREWS SPACED AS SHOWN,
PROVIDE CRL BITUMINOUS COATING TO ALL ANGLE
SURFACES IN CONTACT WITH THE CONCRETE,
GRATING @ SUMP
#3x8"x2411 @
121lo/c ALONG
VAULT PERIMETER WALL EDGE OF SUMP
(2) #4 CIRCULAR TIES IN RADIAL
PATTERN
CAST FTG & GRADE SLAB
AGAINST PRECAST BASE.
(5)45 BOT
III
-------------------- ---------- --- --
TRANSVERSE
- • J FIBERGLASS GRATING —/ • =
I-
III IQ - - COVER & SUPPORT ANGLE
-
III VOLCLAY RX-102 WATERSTOP
3:EEP
1211 D
AT T PERIMETER O HE PER ME ER F THE
THICKENED
- SUMP TO SLAB INTERFACE
SLAB
FOOTING
48110
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BASIN BASE,
SECTION @ SUMP
SUMP DETAIL
SCALE 3/411=1'-011
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SHEET:
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S-20-039
SHEET 312E 22Y3A