DNS - REVIEWED RESUB 1 BLD2021-1646+Vault_Plans+5.5.2022_2.18.56_PM+2850507kD
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1. PROVIDE FLEXIBLE PVC OR TPE RIBBED CENTER BULB
6"
g
WATERSTOP AS REQUIRED FOR TYPE OF JOINT.
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2. WATERSTOP SHALL BE FORMED FROM VIRGIN
6" FLAT WATERSTOP ' )
MATERIAL AND SHALL NOT
CONTAIN ANY RELAIMED MATERIALS OR PIGMENTS.
3. PHYSICAL PROPERTIES: (MINIMUM)
A. TEAR RESISTANCE 200 LBS./IN.
B. ULTIMATE ELONGATION 350%
C. TENSILE STRENGTH 2O00 PSI.
-
110
9/16
D. STIFFNESS IN FLEXURE 600 PSI.
E. SPECIFIC GRAVITY 1.45 (MAX.)
6„
M
4. PROVIDE FACTORY MADE FABRICATIONS FOR ALL
6" WATERSTOP
CHANGES OF DIRECTION,
CONTRACTION JOINT (CJ)
INTERSECTIONS, AND TRANSITIONS. STRAIGHT
BUTT JOINT SPLICES ONLY
ARE ALLOWED IN FIELD.
5. INSTALL PER MANUFACTURERS SPECIFICATIONS.
707**"
6. USE 6" WATERSTOP AS SHOWN FOR ALL
1"
CONTRACTION JOINTS (CJ). USE 9" WATERSTOP
WITH CENTER BUILB AT ALL EXPANSION JOINTS.
9„
USE OF 6" FLAT WATERSTOP AS SHOWN
9" WATERSTOP EXPANSION JOINT (EXJ)
FOR CONSTRUCTION JOINTS IS PERMISSIBLE.
WATERSTOP DETAIL
SCALE: NTS
SEE NOT
CONCRETE WALL
VERT WALL REINF
CONT WATERSTOP
CONT 2x4 LAID INSIDE
VERT REINF TO BE REMOVED
PRIOR TO SECOND POUR
CONIC FOOTING / SLAB
(FIRST POUR)
NOTE:
1. AA PEA GRAVEL GROUT MIX AT BOTTOM 6" (MAX) OF
HYDRAULIC STRUCTURE WALLS. DO NOT ALLOW GROUT TO
CURE OR HARDEN BEFORE APPLYING LIFT OF WALL CONCRETE.
CONSTRUCTION JOINT AT BOTTOM OF WALL
SCALE: NTS
REF SHEET: S3.01
2'-0" VOID TO BE FILLED -
WITH CONCRETE BY
OTHERS 4500 PSI MIN
(4) CONTINUOUS
#4 AS SHOWN
CONT WATERSTOP
#5 DOWEL AT 8" OC,
PROVIDE STANDARD HOOK
CONSTRUCTION JOINT—/
WALL, SEE PLAN
#4 AT 8" OC TYP
STANDARD HOOK
AND DEVELOP 18"
MIN INTO LID, TYP
HOLLOW CORE PRECAST
LID BY OTHERS, SEE PLAN
CONTINUOUS BEARING
STRIP BY OTHERS
2" MIN
BEARING AS REQUIRED BY MFR
VAULT WALL TO LID DETAIL
MITER CORNERS OF VERTICAL -
JOINTS AND WELD SIMILAR AS
SHOWN BELOW FOR IN -PLANE
JOINTS TYP.
VERTICAL "L"
WATERSTOP JOINT DETAIL
SCALE: NTS
VERTICAL REINF
CONT THRU JO]
EDGE KEY 2x4 C
REMOVE BEFOR
CONCRETE ABO
CONSTRUCTION
EXPOSED EDGE
VERTICAL TEE
NOTE:
ALL WELDS SHALL BE PER WATERSTOP MANUF. RECOMMENDATIONS
FORMS
WATERSTOP
CONSTRUCTION
JOINT WITH KEY
CONCRETE
WALL
NOTE:
1. PROVIDE EDGE KEY ON BOTH FACES WHEN BOTH FACES ARE EXPOSED.
2. ALLOW 48 HOURS TIME BETWEEN PLACEMENT OF ADJACENT WALL SECTIONS
HORIZONTAL WALL CONSTRUCTION JOINT
SCALE: NTS
HOOK VERTICAL
COLD JOINT IS
REINFORCING P
AND SCHEDULE
OPTIONAL COLE
SEE NOTE
WALL, PER PLAN
FILL W/ GROUT
BY OTHERS, TYP
HOLLOW CORE PRECAST
LID BY OTHERS, SEE PLAN
CONTINOUS BACKER ROD BY
OTHERS, IF REQUIRED
NOTE:
1. INCLUDE CONTINUOUS WATERSTOP IF OPTIONAL
COLD JOINT IS UTILIZED
1 n)�VAULT WALL END LID DETAIL
VERTICAL CROSS
JOINT SEALENT SEE
HORIZONTAL REINFORCING DETAIL 3/S5.13
TO STOP 2" CLEAR EACH 2�-6�� PROVIDE (2) VERTICAL BARS
SIDE OF JOINT, TYP 7z; @ EACH SIDE OF JOINT
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9" WATERSTOP - 3/4" DIA x 30" DOWELS @ 12" OC EACH
FILL GAP WITH FACE CENTERED ON JOINT GREASE
PREFORMED DOWELS PRIOR TO 2ND POUR
COMPRESSIBLE 3/4" CHAMFER
JOINT FILLER
NOTE:
1. SECTIONS SHALL BE PLACED WITH 7 DAYS MINIMUM
ELAPSING BETWEEN ADJACENT POURS.
EXPANSION JOINT
SCALE: NTS
CONCRETE COLUMN
WHERE OCCURS
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VAULT SECTION
SCALE: NTS 1 v % SCALE: NTS 1 1 % SCALE: NTS
REF SHEET: S3.01 REF SHEET: S3.01 REF SHEET: S1.01V
PARKING SLAB ON
GRADE SEE PLAN
WATERPROOFING
BY OTHERS
- - - - - - -- - - - - - -
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9
S5.13
2" MIN
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FORM CONTINUOUS SMOOTH -
NOTCH IN FACE OF WALL WITH
WOOD OR PLASTIC STRIPS
CONCRETE SURFACE --\
3/4"
FLEXIBLE SEALANT
BOND BREAKER TAPE
SHALL MAKE CONT. 5/8
CONTACT ACROSS
JOINT
CONSTRUCTION
JOINT FACE
NOTES:
1. ALL FLOOR AND WALL JOINTS OF HYDRAULIC STRUCTURES (MEMBERS
COVERED WITH WATER) SHALL HAVE A SEALANT GROOVE.
2. SANDBLASTING REQUIRED PRIOR TO APPLICATION OF PRIMER.
3. SEALANT TO BE A 2-COMPONENT, NON -SAG, POLYURETHANE
ELASTOMERIC SEALANT CONFORMING TO ASTM C-920 AND
FEDERAL SPEC TT-S-00227E.
SEALANT GROOVE
SCALE: NTS
L
ALL HORIZONTAL REINFORCIN(
IS TO RUN THROUGH THE JOIN
6" WATERSTOP
PROVIDE (2) VERTICAL BARS A7
EACH SIDE OF THE JOINT
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NOTE:
1. ALLOW 48 HOURS TIME BETWEE
PLACEMENT OF ADJACENT WALL
SECTIONS.
VERTICAL WALL CONSTRUCTION JOINT
SCALE: NTS
PARKING SLAB ON GRADE SEE
PLAN
WATERPROOFING
BY OTHERS
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FOOTING REINFORCING
4
PER PLAN AND SCHEDULE
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ILL
PREPARE SUBGRADE PER
GEOTECHNICAL REPORT. PROVIDE
6" MIN CRUSHED ROCK, TYPICAL.
VAULT END SECTION
SCALE: NTS
REF SHEET: S1.01V
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#4 U-BARS
(3) EACH
SIDE EACH
DIRECTION
CONT WATERSTOP
L3x2x1/4 LLV WITH (2) 1/2" DIA
F1554-36 KSI THREADED ROD EPDXY
WITH 4" EMBEDMENT EACH SIDE
SUMP PIT
1 1/2" BAR GRATE
NOTES:
1. FOR INFORMATION NOT SHOWN SEE 11/S5.13
2. COAT STRUCTURAL STEEL WITH ZINC GALVANIZED RICH PAINT.
VAULT SUMP PIT
SCALE: NTS
REF SHEET: S1.01V
BOTTOM OF PIT
SLAB BEYOND
(5) #6 U-BARS
EACH DIRECTION
SUB GRADE, SEE
GEOTECH REPORT
;VAULT DESIGN REVIEWED BY;
D. EVANS. SEE APPROVAL =
LETTER FROM D. EVANS.
RESUB
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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W REVISION: DATE:
x 1 2021-11-30
X DRAWN BY: CHECKED BY:
O SD JB
U DESIGNED BY: JOB NUMBER:
KR A20-088
V VAULT DETAILS
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