HomeMy WebLinkAboutMerlino SP - vault struct dwgs 01-26-15DESIGN CRITERIA
VERTICAL LOADS ON VAULT LID & GRATING:
TYPES OF WORK
*UNIFORM LIVE LOAD : ENTIRE LID
2012 IBC
SECTION
= 150PSF
*FIRE TRUCK WHEEL LOADS
P
1910.04
y 21'_Ou
1
P
Ib,
PLACEMENT OF CONCRETE
MAX LOAD ON FRONT AXLE
= 191000
0 B
P
1904,2
FRONT REARR
C
MAX LOAD ON REAR AXLES = 481000 Ib,
(DUAL TANDEM AXLES)
0 8 B
TOTAL WEIGHT
= 671000 lb,
*OUTRIGGER PAD POINT LOAD: NOT
APPLICABLE TO GRATED
OPNG
DISTRIBUTED OVER 261lx26" PAD
�
= 50,700 Ib.
*HS20 TRUCK WHEEL LOADS ; ENTIRE
LID
1
131-611 141 to 30
TRACTOR
a °
FRONT AXLE
= 81000 Ib.
0 0 o
SINGLE REAR AXLE
= 321000 lb,
REAR REAR
Z
FRONT
TRAILER ;
4
a
0 0 o
SINGLE REAR AXLE
= 321000 Ib,
TRACTOR TRAILER
>
ZJ
ik
TOTAL WEIGHT
= 721000 Ib,
DESIGN LIVE LOADS TO BE APPLIED
INDEPENDENTLY AND
IN COMBINATION
WITH SOIL LOADS,
1 ,
♦ 1
♦ 1
SOIL COVER
ca
W
1
1
VARIES FROM 2,OFT MIN TO 5,2FT
MAX, SEE LID PLAN.
C
SATURATED SOIL DENSITY 125PCF
FOUNDATION DESIGN:
1
14o1
FOUNDATION DESIGN IS BASED ON
THE FOLLOWING VALUES;
ALLOWABLE BEARING PRESSURE;
31000 PSF
o
z
LATERAL EARTH PRESSURES ON DETENTION
VAULT; DRAINED
LEVEL BACKFILL
AT REST CONDITION;
55 PCF EFW
1
ACTIVE CONDITION;
35 PCF EFW
1
SEISMIC PRESSURE COMPONENT;
E=14H PSF UNIFORM
AT REST COND,
SPECIAL INSPECTION PLAN
GENERAL:
SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN
ACCORDANCE WITH THE 2012 IBC.
QUALIFICATION:
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL
DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING
OFFICIAL,
REQUIRED VERIFICATION & INSPECTION:
THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS &
INSPECTIONS NOTED IN THE SCHEDULE BELOW
INSPECTION & TESTING SCHEDULE
TYPES OF WORK
FREQ,
2012 IBC
SECTION
CAST IN PLACE CONC
REINFORCING STEEL, PLACEMENT.
P
1910.04
INSTALLATION & FASTENING OF PRECAST
PANELS
P
ACI 318; CH 6
PLACEMENT OF CONCRETE
C
1910.10
VERIFYING USE OF REQUIRED DESIGN MIX
P
1904,2
TESTING OF THE CONCRETE FOR SPECIFIED
STRENGTH, AIR CONTENT AND SLUMP
C
1910,10
SOILS
VERIFICATION OF SOIL -BEARING CAPACITY:
INSTALLATION OF DRAINAGE SYSTEM:
PLACEMENT & COMPACTION OF WALL BACKFILL:
C
1705.6
FREQUENCY LEGEND
C = CONTINUOUS P = PERIODIC
SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION &
INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS
INSPECTIONS,
SUBMITTAL OF REPORTS:
ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO
THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY
PERFORMING THE INSPECTION OR TESTING.
OPEN METAL GRATING
OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS SPECIFIED
ON THE DRAWINGS. ALL STEEL GRATING AND GRATING COMPONENTS
INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE HOT DIPPED
GALVANIZED AFTER FABRICATION,
SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND
SECURE THE GRATING IN PLACE.
SUPPLIER SHALL PROVIDE SHOP DRAWINGS DESCRIBING ALL COMPONENTS OF
THE INSTALLATION, FOR REVIEW PRIOR TO FABRICATION,
STRUCTURAL STEEL
MATERIALS:
a, STEEL WF SHAPES SHALL CONFORM TO ASTM A992 FY=50KSI,
b, STEEL SHAPES & PLATES SHALL CONFORM TO ASTM A36,
WELDING:
CONFORM TO AWS D1,1 "STRUCTRUAL WELDING CODE - STEEL". WELDERS
SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70
ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED,
GALVANIZING:
ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER
FABRICATION,
REINFORCING BAR
MATERIAL REQUIREMENT:
REINFORCING BARS:
USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT
AS NOTED ON THE DRAWINGS,
FABRICATION AND PLACING REQUIREMENTS:
BENDING:
BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN
CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN
OTHERWISE OR AUTHORIZED BY THE ENGINEER,
PLACING:
REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT
DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF
CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE V-6"
CONCRETE COVER:
MINIMUM CONCRETE COVER FOR REINF, SHALL BE AS FOLLOWS, UNLESS
NOTED OTHERWISE;
CONCRETE CAST AGAINST EARTH 3"
CONCRETE CAST AGAINST FORMS AND
EXPOSED TO EARTH 2"
WET SETTINGS:
REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE
CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN
POURED WITHIN THE FORMS,
LAP SPLICES:
LAP ALL BARS 24" MIN UNLESS SHOWN OTHERWISE ON THESE DWGS,
HOLLOW CORE PLANK
SCOPE OF WORK:
THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF
PRECAST PRESTRESSED CONCRETE UNITS, DESIGN PLANK FOR THE
MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE
DESIGN CRITERIA NOTE,
THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND
PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED
CIVIL ENGINEER FOR REVIEW PRIOR TO FABRICATION,
THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR
STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO
OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL
OF THE PLANK MANUFACTURER,
ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS,
CONCRETE
CONCRETE REQUIREMENTS:
LOCATION STRENGTH MAX W/C RATIO
VAULT WALLS & CIP LID 4000PSI @ 28 DAYS 0,50
FTGS & GRADE SLAB 3000PSI @ 28 DAYS 0.53
PLANK VOID FILL TO MEET PLANK MFGR'S REQUIREMENTS*
PLANK JOINT GROUT TO MEET PLANK MFGR'S REQUIREMENTS*
MINIMUM STRENGTH SHALL BE 3000PSI @ 28 DAYS,
AIR CONTENT;
CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED
AIR,
MIX DESIGN;
SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN
CONFORMANCE WITH THE SPECIFICATIONS,
MATERIAL REQUIREMENTS:
CEMENT; ASTM C150, ADMIXTURES; ACI 301,
AGGREGATES: ASTM C33, WATER; ASTM C94,
PLACING REQUIREMENTS:
PLACING
PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL
POSITION TO AVOID SEGREGATION, THE FREE UNCONFINED FALL OF
THE CONCRETE SHALL NOT EXCEED 5 FEET.
DEBRIS;
REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE,
CONSOLIDATION;
CONSOLIDATE CONCRETE BY SUITABLE MEANS, THOROUGHLY WORK
CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS,
CURING REQUIREMENTS;
WEATHER CONDITIONS;
ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD
WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS,
LID PLANK PLACEMENT:
IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS
HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE
AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT,
THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR
PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE
TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE
STRENGTH OF 11000 PSI HAS BEEN REACHED,
DEFERRED SUBMITTALS
THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS
"DEFERRED SUBMITTALS" AS DEFINED IN THE 2012 IBC
a, PRECAST PRESTRESSED HOLLOW CORE PLANK
ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE
OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF
WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF
WORK REVIEWED,
THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL
THE SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER,
GENERAL CONSTRUCTION NOTES
CODE:
VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
PROVISIONS OF THE 2012 IBC AS ADOPTED BY THE CITY OF RENTON,
WASHINGTON,
GENERAL DETAILS:
CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE
SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS,
DISCREPANCIES:
THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY
DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS,
SHORING & EXCAVATION:
THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL
EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND
PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND
UTILITIES.
WALL BACKFILL:
PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE
PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF
CURE ON THE PLANK VOID FILL,
BACKFILL SOIL:
WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING SOIL FREE
OF ORGANIC MATERIAL, BACKFILL SHALL BE PLACED IN LIFTS OF NO
MORE THAN 8 INCHES AND COMPACTED TO WITHIN 90% OF THE SOILS
MAXIMUM DRY DENSITY, ALL COMPACTION OCCURING WITHIN 5' OF THE
WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY,
GRATING
3-1/2x3-1/2
ANGLE SEAT
® Illll�illi
�j 8" THICK
/ CURB
LID STRUCTURE,
AS OCCURS
EXTEND
I
VERTICAL
' CURB VERT,
' REINF INTO
CLOSURE POUR
KNEE WALL
OR PERIMETER
WALL
6 TYP CURB @ OPNG
S1 SCALE 1"=11-0"
8" THICK CURB 3-1/2x3-1/2
GRATING ANGLE SEA'
1/4"
CLR MAX
GALVANIZED W8x28
TO BEAR 3-1/4" MIN
ONTO STEEL ANGLE 32x32x2x9"
SEAT. SEE 8/61, ANGLE SEA -
STUDS @ 611c
LID STRUCTURE,
SEE LID PLAN
r7
BM SEAT DETAIL
S1 SCALE 1" =1'-0"
GALVANIZED
STEEL GRATING
W-19-4 w/ 3"x1/4"
BRG BARS,
7
S1
TYP WALL
REINF
ADD #5x48"
DIAG EA
FACE AS
SHOWN
WALL REINF @ PIPE PENETRATION
SCALE N/A
8" 10'-0"
PROVIDE 30" SQ HINGED
SECTION OF GRATING @
ACCESS LADDER 6 6
8"
41-6" MAX @ SKEWED
z
24110 PIPE
♦'`♦
SEE CIVIL DWGS
a
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a
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PIPE LOCATION
� 8
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AND INVERT
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ELEVATION
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ADD ONE
VERT FULL HEIGHT REINF
BAR EACH SIDE OF BLOCKOUT FOR
EA VERT
BAR CUT AT BLOCKOUTS
O
GREATER
THAN 24"
WALL REINF @ PIPE PENETRATION
SCALE N/A
8" 10'-0"
PROVIDE 30" SQ HINGED
SECTION OF GRATING @
ACCESS LADDER 6 6
8"
8" THICK CURB AT THE 5x10 OPNG,
REINF w/ #5@12"o/c HORZ. & VERT.
PROVIDE (2)-#5 CONT HORZ BARS @
THE TOP OF THE CURB. SEE CIVIL
DWGS FOR TOP OF CURB ELEV,
co
FILL WITH GROUT AS DIRECTED
BY PRECAST PLANK MFGR,
DO oc
CONT, BACKER ROD IF REQ'D,
TYP PLANK JOINT DETAIL
SCALE 1"=1'-0"
#4@18"o/c
EA WAY
11
CONC DOBIE OR CHAIR
TYP GRADE SLAB SECTION
SCALE 1-1/2114-0"
■
o
: ■ ■ ;
C4 ■ ■ ■
■
■
----■---------- '--------- ' --- -
i■ i ea
0
N
co
GALVANIZED STEEL ANGLE SEAT
3 -1/2x3 -1/2x1/2 w/ 1/211mx4" HEADED WELD
STUDS AT 12"o/c. PLACE THE 1ST STUD NO
MORE THAN 6" FROM EACH CORNER,
BREAK ANGLE SEAT AT W8x28 BEAM
SEAT,
GRATING & CURB @ 51x101 OPNG
SCALE 3/8"=1'-0"
SEE LID PLAN
8 BM SEAT DETAIL
S1 SCALE 1"=1'-0"
#5 CONT,
CURB AND GRATE
@ 5x10 OPNG
#4 TIES @ 5110/c,
PLACE FIRST TIE
NO MORE THAN
2-1/2" FROM
SUPPORT,
N I6146 TOP & BOT
#5x 201, @ EA 3i_0u
VOID BLOCKOUT
SHOW ON THE LID
PLAN
SLAB BEAM @ OPNG
SCALE 1"44"
�4�46 PLANK
DOWELS PLACED
AT MIDDEPTH OF
SLAB.
(1345 T&B AS
SHOWN,
■,
■ 12-1/2" THICK CAST
■, IN PLACE
CONCRETE SLAB
SHOWN SHADED.
LID REINF @MANHOLE
SCALE 3/4114-0"
TRAFFIC RATED VENT COVER.
411 DEEP x 211'm
CONCRETE BLOCKDO NOT FASTEN VENT COVER OR RIM TO
DIRECTLY BELOW VENT PIPE,
VENT COVER, i TRAFFIC RATED STRUCTURAL FILL.
-------------�L�o VAULT LID
WRAP PIPE IN TWO
LAYERS OF 4 MIL
VISQUEEN
124 PVC VENT PIPE —
VAULT WALL
TNUR WALL VENT PIPE DETAIL
SCALE 1"=1'-0"
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8" THICK CURB AT THE 5x10 OPNG,
REINF w/ #5@12"o/c HORZ. & VERT.
PROVIDE (2)-#5 CONT HORZ BARS @
THE TOP OF THE CURB. SEE CIVIL
DWGS FOR TOP OF CURB ELEV,
co
FILL WITH GROUT AS DIRECTED
BY PRECAST PLANK MFGR,
DO oc
CONT, BACKER ROD IF REQ'D,
TYP PLANK JOINT DETAIL
SCALE 1"=1'-0"
#4@18"o/c
EA WAY
11
CONC DOBIE OR CHAIR
TYP GRADE SLAB SECTION
SCALE 1-1/2114-0"
■
o
: ■ ■ ;
C4 ■ ■ ■
■
■
----■---------- '--------- ' --- -
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co
GALVANIZED STEEL ANGLE SEAT
3 -1/2x3 -1/2x1/2 w/ 1/211mx4" HEADED WELD
STUDS AT 12"o/c. PLACE THE 1ST STUD NO
MORE THAN 6" FROM EACH CORNER,
BREAK ANGLE SEAT AT W8x28 BEAM
SEAT,
GRATING & CURB @ 51x101 OPNG
SCALE 3/8"=1'-0"
SEE LID PLAN
8 BM SEAT DETAIL
S1 SCALE 1"=1'-0"
#5 CONT,
CURB AND GRATE
@ 5x10 OPNG
#4 TIES @ 5110/c,
PLACE FIRST TIE
NO MORE THAN
2-1/2" FROM
SUPPORT,
N I6146 TOP & BOT
#5x 201, @ EA 3i_0u
VOID BLOCKOUT
SHOW ON THE LID
PLAN
SLAB BEAM @ OPNG
SCALE 1"44"
�4�46 PLANK
DOWELS PLACED
AT MIDDEPTH OF
SLAB.
(1345 T&B AS
SHOWN,
■,
■ 12-1/2" THICK CAST
■, IN PLACE
CONCRETE SLAB
SHOWN SHADED.
LID REINF @MANHOLE
SCALE 3/4114-0"
TRAFFIC RATED VENT COVER.
411 DEEP x 211'm
CONCRETE BLOCKDO NOT FASTEN VENT COVER OR RIM TO
DIRECTLY BELOW VENT PIPE,
VENT COVER, i TRAFFIC RATED STRUCTURAL FILL.
-------------�L�o VAULT LID
WRAP PIPE IN TWO
LAYERS OF 4 MIL
VISQUEEN
124 PVC VENT PIPE —
VAULT WALL
TNUR WALL VENT PIPE DETAIL
SCALE 1"=1'-0"
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41-0" L 4'-0"
F34x12
58'-0"
40'-0"
8'-0"
9 F34x12
S3
loll 4'-0" 4'-0"
48'-0"
N
X
IL
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5 IBOV=213.20
10"
FOUNDATION PLAN 2' 8' LID PLAN 2' 8'
SCALE 3/16" = 1'-0" 0' 4, 16' SCALE 3/16" = 1'-0" 0' 41 16'
MARK
THICKNESS
VERT REINF
HORZ REINF
CW - 1
8"
#5@12110/c
#5@12110/c
7SLAB
/07777
STEP SEE 1 & 2/53.
CENTER
CENTER
CW - 2
10"
#6@10110/c
#5@121lo/c
C
Wo�Q
qJ
INSIDE FACE
INSIDE FACE
CW - 3
121'
IBOV= 10.40-i' 13 2 CW -3 IBOV=210.40___F_
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INSIDE FACE
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12 IBOV=213.20
IBOV=213.20 I
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SLAB ON GRADE TYP
CELL 2
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IL- --------2
IBOV-213 20_ 13
CW -2
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L------- - ---------------------------------------------------------- -------------------------------------------------------
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loll 4'-0" 4'-0"
48'-0"
N
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5 IBOV=213.20
10"
FOUNDATION PLAN 2' 8' LID PLAN 2' 8'
SCALE 3/16" = 1'-0" 0' 4, 16' SCALE 3/16" = 1'-0" 0' 41 16'
MARK
THICKNESS
VERT REINF
HORZ REINF
CW - 1
8"
#5@12110/c
#5@12110/c
7SLAB
/07777
STEP SEE 1 & 2/53.
CENTER
CENTER
CW - 2
10"
#6@10110/c
#5@121lo/c
C
Wo�Q
qJ
INSIDE FACE
INSIDE FACE
CW - 3
121'
#7@101lo/c
#5@121lo/c
INSIDE FACE
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NOTES:
1, SEE 1/52 FOR TYP PERIMETER WALL SECTION
2, SEE ll/S3 FOR TYP WALL CORNER REINF.
3, SEE 3/51 FOR TYP WALL REINF AT PIPE PENETRATIONS.
4, SEE A/S3 FOR TYP WALL HEADER REINF AT OPENINGS WITHIN
INTERIOR WALLS,
5. PROVIDE (2)#5 CONT HORZ BARS AT TOP OF THE WALL,
6. PROVIDE ;2; #5 VERT @ THE FREE END OF ALL WALLS,
REINF LOCATION NOTES
EACH FACE PLACE BARS ON EACH FACE OF THE WALL.
INSIDE FACE PLACE VERT. BARS NEAR THE INSIDE FACE OR
VAULT INTERIOR SIDE OF THE WALL,
OUTSIDE FACE PLACE VERT, BARS NEAR THE OUTSIDE FACE OR
THE BACKFILLED OR EXTERIOR SIDE OF THE WALL.
CENTER PLACE VERT. BARS AT THE CENTER OF THE WALL.
CONCRETE WALL SCHEDULE
32 / SCALE N/A
CELL 2
CELL 1
TYP PERIMETER WALL SECTIONS
SCALE NA
A. 6" m PERFORATED PVC FTG DRAIN. SET IE
@ EL=213.20 & ROUTE DRAIN TO DISCHARGE
POINT AS SHOWN ON THE CIVIL DWGS.
B. PROVIDE 4" RIBBED PVC WATERSTOP w/
CENTER BULB AT ALL PERIMETER WALLS
OF THE VAULT, INSTALL WATERSTOP IN
ACCORDANCE WITH ALL MANUFACTURERS
INSTRUCTIONS.
C. DRAINAGE PANEL ;MIRADRAIN 6000 OR
EQUIVALENT; TO EXTEND FROM THE WALL
BACKFILL DRAIN TO THE TOP OF THE
VAULT, A 12" THICK LAYER OF
FREE -DRAINING GRANULAR FILL MAY BE
USED IN LIEU OF THE DRAINAGE PANEL.
D. SEE DETAILS AND SCHEDULES FOR
FOOTING, WALL & LID INFORMATION AND
REINFORCING.
E. PROVIDE COMPACTED NATIVE FILL AT
CELL 1 AS SHOWN,
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 &
STURCTURAL ENGINEERS IN WRITING OF ALL
DISCREPANCIES BETWEEN THE CIVIL DWGS AND
THESE DWGS PRIOR TO CONSTRUCTION.
PLAN KEYNOTES
1. 5" THICK CONCRETE SLAB ON GRADE REINF WITH #4@18"o/c EA WAY, PLACE
ALL REINF AT MID -DEPTH OF THE SLAB, SEE 2/S1.
2. C.I.P. CONCRETE WALLS AT THE PERIMETER & INTERIOR OF THE VAULT. SEE
WALL SCHEDULE A/S2 FOR THICKNESS & REINFORCING. SEE ll/S3 FOR REINF
@ WALL CORNERS.
3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB. SEE
SECTIONS FOR SIZE & REINF.
4. 12-1/2" THICK CAST IN PLACE CONCRETE LID. REINF w/ #6@8110/c T. & B.
CONT RUNNING EAST -WEST AND #5@121lo/c T. & B. RUNNING NORTH -SOUTH.
5. PIPE INLET OR OUTLET TO VAULT, SEE CIVIL DWGS FOR PIPE DIAM,
LOCATION & INVERT ELEV, SEE 3/51 FOR WALL REINF @ PENETRATION.
6. 24" DIAM. OPENING TO ACCEPT RISERS, LADDER, RING AND LOCKING
MANHOLE COVER PER CIVIL DRAWINGS. SEE 4/51.
7, 5FTx1OFT OPENING TO RECEIVE REMOVABLE OPEN METAL BAR GRATING
COVER. SEE A/51.
8. POUR SLOTS IN TOP OF 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 OF 2. THE GENERAL
CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN
HIS BID.
9. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE
PERIMETER VAULT WALLS, LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN
ON THIS PLAN.
10. 12-1/2" THICK PRECAST HOLLOW CORE PLANK.
11. HATCHED AREA REPRESENTS 36" WIDE x 12-1/2" THICK CAST IN PLACE
CONCRETE BEAM. SEE 9/51.
12. 5'-0" WIDE OPENING IN INTERIOR WALL SEE A/S3.
13. MANHOLE ACCESS ABOVE w/ LADDER TO VAULT FLR,
14. 12" m THRU WALL OPNG FOR VENT PIPE, SEE 5/61
15. ADD ;3146x12' -o" @ 31lo/c ALONG THE INSIDE FACE OF THE VAULT WALL
NEAR THE TOP OF THE WALL,
16. 48" m CATCH BASIN BASE TO ACT AS SUMP, SEE 12/53
LEGEND
IBOV INSIDE BOTTOM OF VAULT
; TOP OF GRADE SLAB J
ITOV INSIDE TOP OF VAULT
; TOP OF PERIMETER WALLS
CIP CONCRETE WALL
CONCRETE SPREAD FOOTING
F34x12
34" WIDE x 12" THICK FOOTING. SEE 8/S3 & 9/S3
F58xl2
58" WIDE x 12" THICK FOOTING. SEE 1/S3
DOWNWARD SLOPE
1,75
SOIL COVER DEPTH OVER LID ;FT.;
7SLAB
/07777
STEP SEE 1 & 2/53.
C
FOOTING STEP SEE 3/63 .
FC_W 7-11
CONC WALL MARK, SEE A/S2
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SEE WALL
SCHEDULE FOR -
TYP WALL VERT &
HORZ REINF
N
U
THICKENED SLAB EDGE.
REINF WITH #5@12"0/c
IL HORZ. PROVIDE (21 #5 @
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SHOWN.
#5@12110/c
CID
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CLR N
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41-1011
FOOTING @ SLAB STEP
SCALE 111=1'-0"
#5@12"o/c HORZ & VERT ON BACK
FACE OF WALL, DOWELS TO
FOOTINGS ARE NOT REQUIRED AT
THESE VERT BARS,
24"
#5 X 30"
TO MATCH HORZ.
ALT. HOOK
#5x2411x24" CORNER
BARS TO MATCH HORZ
WALL REINF TYP
REINFORCING ON THE
INSIDE FACE OF THE WALL
3'-1011 TYP
TYP GRADE
SLAB REINF
#5 DOWEL @
12'lo/c
PROVIDE 4"
RIBBED PVC
WATERSTOP
(4145 CONT,
21-1"
40,
TYP WALL CORNER REINFORCING
SCALE 3/411=11-011
(3)-#6 CONT,
LAP 36"
18111 I
#5x 1811 @ EA VOID
BLOCKOUT SHOW ON THE
LID PLAN
°
0 c
a d
#5 CONT.
(21 #5 BARS @ TOP
OF WALL
WALL VERT REINF TO
EXTEND 11" MIN. ABOVE
TOP OF WALL.
2" CLR +1/411
011
DETAIL
SCALE 111=1'-0"
0
0
FTG STEP DETAIL
SCALE 3/411=1'-011
PERIMETER VAULT WALL
3011
(2)-#5x 10111 @ EA PLANK.
PLACE @ CENTER OF PLANK
(3146 CONT. VOID. SKEW HOOK AS
LAP 3611 NEEDED. DO NOT PLACE HOOK
HORZ.
_z a
° a a
Mi
d a
d
(2) #5 BARS @ TOP OF WALL
0. 311 BRG MIN w/ CONT NEOPREEN
BRG STRIP AS REQUIRED BY
THE PLANK MFGR.
N
#8@20110/c PLACE @ CENTER OF WALL,
211 CLR +1/411
0"
5 DETAIL
�3 SCALE 111=1'-011
1'-5" 11_5u
s TYP KNEE -WALL FTG
S3 SCALE 111=11-0'1
----- -----
SINGLE PIECE
a
OF MOLDED
a
FIBERGLASS
mm
°
a
V
DESIGNATION
°
d
l
a
18111 I
#5x 1811 @ EA VOID
BLOCKOUT SHOW ON THE
LID PLAN
°
0 c
a d
#5 CONT.
(21 #5 BARS @ TOP
OF WALL
WALL VERT REINF TO
EXTEND 11" MIN. ABOVE
TOP OF WALL.
2" CLR +1/411
011
DETAIL
SCALE 111=1'-0"
0
0
FTG STEP DETAIL
SCALE 3/411=1'-011
PERIMETER VAULT WALL
3011
(2)-#5x 10111 @ EA PLANK.
PLACE @ CENTER OF PLANK
(3146 CONT. VOID. SKEW HOOK AS
LAP 3611 NEEDED. DO NOT PLACE HOOK
HORZ.
_z a
° a a
Mi
d a
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(2) #5 BARS @ TOP OF WALL
0. 311 BRG MIN w/ CONT NEOPREEN
BRG STRIP AS REQUIRED BY
THE PLANK MFGR.
N
#8@20110/c PLACE @ CENTER OF WALL,
211 CLR +1/411
0"
5 DETAIL
�3 SCALE 111=1'-011
1'-5" 11_5u
s TYP KNEE -WALL FTG
S3 SCALE 111=11-0'1
----- -----
SINGLE PIECE
z
OF MOLDED
'
FIBERGLASS
mm
GRATING
a
V
DESIGNATION
'
i
MS -200. 2"
l
HEIGHT WITH 2"
III
MESH. PROVIDE
(
) LEAST POSSIBLE -
J
a
NOTCH AT
T -PIPE. =
III
`
GRATING TO
N
' BEAR 1-3/8" MIN
303.
ONTO SUPPORT
'
`\-----
ANGLE
11 ----��//
48"0 TYPE 2 CATCH
305.
BASIN BASE
ROLLED ALUMINUM ANGLE 1 -1/2x1 -1/2x1/8 w/
(11)-1/41101-3/411 LONG
HEX HEAD STAINLESS STEEL
SIMPSON TITEN CONCRETE SCREWS SPACED AS SHOWN.
GRATING @
SUMP
SUMP DETAIL
#5 @12"o/c HORZ.
SCALE 3/4"=1'-011
a
SEE WALL SCHEDULE
FOR TYP WALL VERT
& HORZ REINF
#5 DOWEL TO MATCH
WALL VERT REINF
SPACING,
GROUT FILL
3" BRG. MIN,
(2)-#5 CONT.—
DETAIL
SCALE 111=1'-011
(2145 CONT,
a
a11 A
(2)-#5x4'-011 @
EA PLANK
CONT NEOPREEN BRG
STRIP AS REQUIRED BY
THE PLANK MFGR.
d
a °
° v
° ° a
WALL VERT REINF TO
EXTEND 11" MIN. ABOVE
TOP OF WALL
SEE WALL SCHEDULE
FOR TYP WALL VERT &
HORZ REINF
#5 DOWEL TO MATCH
WALL VERT REINF
SPACING.
GRADE SLAB REINF -
SEE FOUNDATION N GRADE SLAB REINF
PLAN SEE FOUNDATION
PLAN
N45 CONT,
N45 CONT,
TYP PERIM WALL FTG
SCALE 111=1'-O"
VAULT PERIMETER WALL 7— #3x8'Ix2411 @ 1211o/c
\ ALONG EDGE OF
(2) #4 CIRCULAR TIES SUMP IN RADIAL
CAST FTG & GRADE \ PATTERN
SLAB AGAINST \
PRECAST BASE.
IV-
r------------------------------ --- --
11 IH
' I III I
-------- FIBERGLASS GRATING III
COVER & SUPPORT
ANGLE
I �
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484 >
0
�r-
4811 TYPE 2 CATCH
BASIN BASE.
SECTION @ SUMP
rn
N
LL
w
0
r -
w
0
N
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#5@15110/c
4aA011-1- rnnlr .4snll)ll-]- r 3. n #5 TRR 0 Fn(:F
CIP SLAB SECTION
SCALE 111=11-011
306
302 303
1, 1.3" \0 SPACES @ 6"
5'-0"
304
mi olo, is" CIVX4
z
11
REINFORCING SPACING. PROVIDE
mm
STD HOOK @ END OF BAR
a
V
CAST INTO FOOTING. PLACE
a
ALL DOWELS @ THE CENTER
OF THE WALL, DOWELS SHALL
BE EMBEDDED A MINIMUM OF
'Lai
9" INTO 12" THICK FTG AND
J
a
kommomm
28" MIN.
I
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N
WALL OPNG JAMB.
303.
#4 VERT w/180 HOOK @ HEAD
0
OF OPNG, SPACED AS SHOWN.
304.
(2)-#5 x 4'-0" DIAGONAL BARS,
305.
PROVIDE (2)-#5 VERT EACH FREE
W
EDGE OF WALL.
306.
(2)-#5 HORZ @ THE TOP OF THE
WALL.
307.
#5 @12"o/c HORZ.
308.
(2)-#5x10'-0" TOP BARS WITHIN
v
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THE WALL CENTERED ON THE
�...
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304
WALL REINF @ OPNG
SCALE 1/2"=1'-011
DETAIL KEYNOTES
301.
#5 FOOTING TO WALL DOWELS
z
TO MATCH WALL VERTICAL
REINFORCING SPACING. PROVIDE
ISO
STD HOOK @ END OF BAR
a
V
CAST INTO FOOTING. PLACE
a
ALL DOWELS @ THE CENTER
OF THE WALL, DOWELS SHALL
BE EMBEDDED A MINIMUM OF
z
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a
kommomm
28" MIN.
302.
(2)-#7@ 3110/c. EXTEND 3011 BEYOND
�
WALL OPNG JAMB.
303.
#4 VERT w/180 HOOK @ HEAD
W
OF OPNG, SPACED AS SHOWN.
304.
(2)-#5 x 4'-0" DIAGONAL BARS,
305.
PROVIDE (2)-#5 VERT EACH FREE
W
EDGE OF WALL.
306.
(2)-#5 HORZ @ THE TOP OF THE
WALL.
307.
#5 @12"o/c HORZ.
308.
(2)-#5x10'-0" TOP BARS WITHIN
v
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THE WALL CENTERED ON THE
�...
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DETAIL KEYNOTES
301.
#5 FOOTING TO WALL DOWELS
z
TO MATCH WALL VERTICAL
REINFORCING SPACING. PROVIDE
STD HOOK @ END OF BAR
a
V
CAST INTO FOOTING. PLACE
a
ALL DOWELS @ THE CENTER
OF THE WALL, DOWELS SHALL
BE EMBEDDED A MINIMUM OF
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SHALL EXTEND INTO THE WALL
28" MIN.
302.
(2)-#7@ 3110/c. EXTEND 3011 BEYOND
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WALL OPNG JAMB.
303.
#4 VERT w/180 HOOK @ HEAD
W
OF OPNG, SPACED AS SHOWN.
304.
(2)-#5 x 4'-0" DIAGONAL BARS,
305.
PROVIDE (2)-#5 VERT EACH FREE
W
EDGE OF WALL.
306.
(2)-#5 HORZ @ THE TOP OF THE
WALL.
307.
#5 @12"o/c HORZ.
308.
(2)-#5x10'-0" TOP BARS WITHIN
v
W
THE WALL CENTERED ON THE
�...
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8HEET SRE 22234
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