1-04 PCLS Sumner Library Bid Set - Geotech.pdf
PDF 2 MB Posted
- Solicitation number
- 81325
- Issued by
- Pierce County, Washington
About this file
This document is a geotechnical and site preparation specification set for the Pierce County Library System's Sumner Library construction project located at 15126 Main Street East, Sumner, Washington. The project encompasses the construction of a 17,133 square foot public library facility on a 73,573 square foot parcel and includes removal of preload surcharge, site development conforming to City of Sumner zoning regulations and East Main Street design guidelines, construction of parking areas, utility extensions and connections, and a fully enclosed conditioned building with structural, architectural, mechanical, electrical, plumbing, fire protection, and life safety systems. The bid set drawings indicate comprehensive site and building details including floor plans, mechanical systems, and specialized subslab vapor mitigation requirements. The drawings reference multiple specification sheets and details related to combustible gas detection and vapor depressurization systems.
The geotechnical specifications detail vapor mitigation system requirements including 20 mil Drago Wrap soil gas barriers, 6-inch-diameter perforated PVC subslab depressurization piping wrapped with 12-ounce non-woven geotextile fabric, and Radon Away Model RP265 in-line fans with 120V 60Hz 15A outlets. Combustible gas monitoring specifications require 18 hardwired monitors for the approximately 900 square feet ground floor segments, positioned minimum 1 foot below the ceiling and 3 feet from corners. Vapor pressure monitoring points must be installed at the rate of one per 5,000 square feet of ground floor. All seams require integrity testing prior to concrete slab placement, and installation temperatures must remain between 40 and 110 degrees Fahrenheit. The specifications emphasize compliance with manufacturer specifications for all vapor barrier materials, geotextile fabrics, sealants, and monitoring equipment.
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Text version
A301
A301
A706
A300
A300
AA
CC
D
E
F
G
7'-1 1/2" 18'-0" 7'-0" 18'-10" 17'-5" 17'-5" 17'-5" 16'-5" 16'-6" 26'-6" 27'-10"
190'-5 1/2"
'-9
'-0
'-6
'-6
'-8
7'-
5"
A400
A400
A401
A401
A402
A403
A403
A402
COPY/PRINT AREA
EAVE ABOVE
EAVE ABOVE
SUNSCREEN
ABOVE
SUNSCREEN
ABOVE
CHILDREN'S
PROGRAM ROOM
TEEN STUDY
ROOM
TEENS
STORAGE
STORAGE
TELECOM
OFFICE
STUDY 1
STUDY 2
COMMUNITY
ROOM
COLLECTION
N VESTIBULE
PUBLIC MEETING
MECHANICAL
OFFICE 1
STAFF RR
CUSTODIAL
MEN'S
RESTROOM
WOMEN'S
RESTROOM
WORKROOM
S VESTIBULE
ADULTS
SENSORY RM
CHILDREN'S
RESTROOM
WELLNESS RM
RESTROOM
6w W6a.F1
6w W5d.F1
0.00..........6w W6a.F1
A933
A931
A932
A934
A935
A500
A715
A716
A404
A404
6w W5a.F1
6w W5a.F1
6w W5a.F1
0' - 0"
A435
A435
A705 11
A706
A706
10 11
EDGE OF DOUBLE
HEIGHT SPACE ABOVE
0.00 W40b B 6w
A702 39
A703 3
A703 7
A702
A703 11
A704 13
A705 1
A704
11A704 1
A705
A702 16
A702 2
1.7
1.7
BB
1.3
1.3
W40d B 4w
W40d B 4w
W40a C 44wd
6w W5d.F1
6w W4d.F1
W40e 6w
W40e 6w
W40e 6w
6w W5a.F1
W40f B 4w
W40a B 4w
W40f B 4w
W40f B 4w
W50a 6w
W40a B 4w
W50h 6w
W40a B 6w
W40e B 6w
W40d B 4w
W40f B 4w
W40f B 4w
W50d 6w
W50d B 6w
W40e C 6w
W40a B 44wd
W40a B 44wd
A404
A705
A706 1
A704
87 A705
2B
1A
0B
6B
7A
7B 107C
8B108C
8A
151 134
103B
152A
2B
1B
W40a B 4w
W40a B 4w
W40a C 6w
W50c 6w
W40f B 4w
CUSTOM STAINLESS STEEL
FLOOR INLAY W/ ETCHED
DETAILS AT PERIMETER IN
CONC-4
AESS COLUMNS, COLOR
COLOR TO MATCH PNT-1
AESS COLUMNS; COLOR
TO MATCH PNT-1
C A
M
K
J
I
I
F G FF
L
W40a B 4w
FF
HH
II
CC DD
EE
R
AA
OFFICE 2
EXTERIOR
COLUMN; TYP.
BUILT-IN MAGENTIC WALL
AND COUNTER
BUILT-IN WALL
SHELVING
F2 1' - 1"
0' - 0"
SHELVING TYP.
ELECTRICAL
RESTROOM
STORAGE
N
D
BOOK-1
A7035
EQ
EQ
7/8
STORAGE
103A
BREAK ROOM
FIRE SPRINKLER
A703
A710A710
LADDER UP TO MECH
WELL CATWALK
A934
1'-
3/ 8"
S
B
2'- 2"
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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# DATE DESCRIPTION
2026/03/25 BID SET
Pr in te d B y:
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703 Broadway Street Suite 650 Vancouver, WA 98660
(SCALE IN FEET)
N
10 20
EXPLANATION
PROPOSED COMBUSTIBLE GAS MONITORING LOCATION
APPROXIMATELY 900 SQUARE FEET
NOTES
1. ONE COMBUSTIBLE GAS MONITOR PER 900 SF OF GROUND FLOOR (18).
2. EACH COMBUSTIBLE GAS MONITOR SHALL BE HARDWIRED INTO THE
CENTRAL ALARM CONTROL PANEL.
3. COMBUSTIBLE GAS MONITORS SHALL BE INSTALLED PER MANUFACTURES
SPECIFICATIONS.
4. MONITOR SHALL BE A MINIMUM OF 1 FOOT BELOW THE CEILING AND 3
FEET FROM ANY CORNER.
5. SEE DETAIL 12/MM106 FOR COMBUSTIBLE GAS METER.
6. MOUNT 1 FOOT BELOW CEILING UNLESS OTHERWISE NOTED.
COMBUSTIBLE GAS
DETECTOR LOCATIONS
NOTES:
1. VENT PIPE SHALL SLOPE TO MATCH FINAL BUILDING SLOPE.
2. GRAVEL TO BE COMPACTED WITH A WALK-BEHIND PLATE COMPACTOR WITHIN 5 HORIZONTAL FEET OF PIPE.
3. VAPOR BARRIER TO BE 20 MIL DRAGO WRAP SOIL GAS BARRIER OR APPROVED ALTERNATIVE.
4. PVC PIPE TO HAVE MINIMUM OF 10 INCHES OF DRAINAGE ROCK COVER.
5. PVC PIPE TO BE WRAPPED WITH 12- OUNCE NON-WOVEN GEOTEXTILE FABRIC TO PREVENT SILT INTRUSION.
6. WASHED ROCK, MINIMUM 7/8" (LESS THAN 10% PASSING NO. 10 SIEVE).
7. 6-INCH-DIAMETER PERFORATED PVC (ASTM D-2729 SLOTTED), 3 ROWS OF 5/8" INCH HOLES ON 5-INCH
CENTERS, 120 DEGREES APART.
DRAINAGE ROCK
(SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN
GEOTEXTILE
20 MIL DRAGO WRAP SOIL GAS
BARRIER OR ENGINEER-APPROVED
ALTERNATIVE
CONCRETE SLAB (SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN
GEOTEXTILE
WASHED ROCK (7/8" MIN.)
12-OUNCE NON WOVEN GEOTEXTILE
6" DIAMETER PERFORATED VENT PIPE PVC
OR ENGINEER-APPROVED EQUIVALENT
6" (TYP. ON ALL SIDES)
4" MIN.
CONDUIT OR PIPE PENETRATION
4" DRAINAGE ROCK
(SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN GEOTEXTILE
20 MIL DRAGO WRAP SOIL GAS
BARRIER OR ENGINEER-APPROVED
ALTERNATIVE
CONCRETE SLAB (SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN GEOTEXTILE
DRAGO WRAP PIPE BOOT
16" MIN.
DRAGO SEAL
TAPED SEAM
NOTES:
1. DRAGO SEAL TAPE OF ENGINEER-APPROVED ALTERNATIVE.
2. INSTALLATION TEMPERATURES 40 FAHRENHEIT MINIMUM AND 110 FAHRENHEIT MAXIMUM.
4" DRAINAGE ROCK
(SPECIFIED BY OTHERS)
12-OUNCE NON
WOVEN GEOTEXTILE
20 MIL DRAGO WRAP
SOIL GAS BARRIER OR
ENGINEER-APPROVED
ALTERNATIVE
CONCRETE SLAB (SPECIFIED BY OTHERS)
12-OUNCE NON
WOVEN GEOTEXTILE
MIN. 12"
OVERLAP
NOTES:
1. VAPOR BARRIER SEAM TO BE TAPED WITH DRAGO SEAL TAPE OF APPROVED ALTERNATIVE.
2. APPLY DRAGO SEAL TAPE PER MANUFACTURE'S SPECIFICATION. CONTRACTOR TO USE HAND
ROLLER TO ENSURE ADEQUATE CONTACT BETWEEN TAPE AND MEMBRANE.
3. ALL SEAMS TO BE INTEGRITY TESTED BY NV5 SMOKE MACHINE OR APPROVED ALTERNATIVE) PRIOR
TO PLACEMENT OF CONCRETE SLAB.
4. INSTALLATION TEMPERATURES 40 FAHRENHEIT MINIMUM AND 110 FAHRENHEIT MAXIMUM.
DRAGO SEAL TAPED
SEAM
CONCRETE
FOOTING/COLUMN
CAP
20 MIL DRAGO WRAP
SOIL GAS BARRIER OR
ENGINEER-APPROVED
ALTERNATIVE
DRAGO TACK TAPE
DRAGO SEAL TAPE
BATTEN BAR
(STEGO TERM
BAR 1.125")
3" MIN.
3" MIN.
NOTES:
1. CLEAN CONCRETE PER MANUFACTURE'S SPECIFICATION,
ALLOW CONCRETE TO DRY THEN APPLY DOUBLE SIDED
STICKY ADHESIVE TAPE (DRAGO TACK TAPE OR
ENGINEER-APPROVED ALTERNATIVE.
2. PLACE BARRIER AGAINST CONCRETE AND ABOVE DOUBLE
SIDED STICKY ADHESIVE TAPE.
3. ATTACHE BATTEN BAR (STEGO TERM BAR OR
ENGINEER-APPROVED ALTERNATIVE) MINIMUM OF 3
INCHES FROM CONCRETE EDGE.
4. USE DRAGO SEAL TAPE TO TAPE SEAM TO CONCRETE.
5. HAND ROLL THE TAPED CONNECTION TO THE
CONCRETE PER MANUFACTURE'S SPECIFICATION.
6. INSTALLATION TEMPERATURES 40 FAHRENHEIT MINIMUM
AND 110 FAHRENHEIT MAXIMUM.
FINISHED CONCRETE SLAB
SPECIFIED BY OTHERS
12-OUNCE NON WOVEN GEOTEXTILE
12-OUNCE NON WOVEN GEOTEXTILE
20 MIL DRAGO WRAP
SOIL GAS BARRIER OR
ENGINEER-APPROVED
ALTERNATIVE
NOTES:
TERMINATION OF VENT RISER SHALL BE:
1. WRAP AND PROTECT ALL PIPING THROUGH CONCRETE SLAB
OR FLOOR.
2. ALL JOINTS SHALL HAVE A WATER TIGHT SEAL.
3. RISER TERMINATION MINIMUM OF 10 FEET ABOVE GRADE.
4. RISER MINIMUM OF 10 FEET FROM OPERABLE WINDOW,
BUILDING DOOR, OR BUILDING AIR INTAKE.
5. PLACARD TO BE PLACED EVERY 5 FEET ABOVE GRADE.
6. THE PLACARD WILL BE PLASTIC WITH ADHESIVE BACKING AND
THE LETTERS WILL BE A MINIMUM OF 3/8 INCH HIGH, WHITE,
AND PLACED ON A RED BACKGROUND.
7. 10 FEET MINIMUM CLEARANCE FROM ELECTRICAL EQUIPMENT.
8. RISER TERMINATION A MINIMUM OF 2 FEET AWAY FROM ANY
HORIZONTAL OBSTRUCTION.
9. TERMINATION OF VENT A MINIMUM OF 4 FEET FROM
PROPERTY LINE.
10. EACH OF THE SUB-SLAB DEPRESSURIZATION RISERS IS
IMPROVED WITH RADON AWAY MODEL RP265 IN-LINE FAN OR
APPROVED ALTERNATIVE.
11. EACH IN-LINE FAN SHALL BE INSTALLED 4 FEET ABOVE THE
CONCRETE SLAB.
12. PROVIDE 120V 60HZ 15A OUTLET WITH TAMPERPROOF COVER
ADJACENT TO EACH IN-LINE FAN.
CAUTION
METHANE IN PIPE.
NO SMOKING OR
ELECTRICAL EQUIPMENT
WITHIN 10 FEET
NOTE FOR PLACARD:
1. 3 INCHES HIGH X 4 INCHES WIDE.
2. PLASTIC WITH ADHESIVE BACKING.
3. 1/4-INCH-HIGH BLACK LETTERS ON
WHITE BACKGROUND.
4. SPACED AT 5' INTERVALS.
ROOF
PLACARD
PLACARD
BUILDING
WALL
COUPLING
VENT RISER CLAMP
OR STRAP (TYP.)
6" DIAMETER
SCH. 80 PVC
VENT RISER
CONCRETE SLAB
6" DIAMETER PERFORATED PVC SUBSLAB
VAPOR DEPRESSURIZATION PIPING
IN-LINE FAN
12-OUNCE NON
WOVEN GEOTEXTILE
20 MIL DRAGO WRAP SOIL
GAS BARRIER OR
ENGINEER-APPROVED
ALTERNATIVE
12-OUNCE NON WOVEN
GEOTEXTILE
6" DIAMETER SCH. 40
PVC
NOTES:
1. TERMINATION OF THE SUBSLAB VAPOR PRESSURE MONITORING POINT SHOULD BE IN A STANDARD
VALVE BOX (CHRISTY B1324 WITH BOLT-DOWN LOCKING COVER OR APPROVED ALTERNATIVE).
2. TERMINATION OF PEX PIPE WITH A 1/2" PEX FITTING BALL VALVE.
3. STAINLESS STEEL SCREEN INSTALLED IN 3/4" MINUS LAYER BELOW LINER.
4. A PLACARD MUST BE ATTACHED TO THE VALVE BOX STATING "VAPOR MONITORING STATION - DO
NOT BLOCK".
5. A SUBSLAB VAPOR PRESSURE MONITORING PINT SYSTEM SHALL BE PROVIDED AT THE RATE OF ONE
PER 5,000 SF OF GROUND FLOOR.
6. EACH VAPOR MONITORING PINT INSTALLED IN A 2-FOOT BY 2-FOOT BY 2 INCHES DEEP VALLEY
FILLED WITH WASHED ROCK MINIMUM 7/8" (LESS THAN 10% PASSING THE NO. 10 SIEVE).
1/2" DIAMETER PEX PIPE
TERMINATED WITH A 1/2" PEX
FITTING SHUT-OFF VALVE
4" DRAINAGE ROCK (SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN GEOTEXTILE
20 MIL DRAGO WRAP SOIL GAS
BARRIER OR ENGINEER-APPROVED
ALTERNATIVE
CONCRETE SLAB
(SPECIFIED BY OTHERS)
WASHED ROCK
2' X 2' X 2" DEEP VAPOR POCKET FOR VMP
12" LONG 1/4" DIAMETER
STAINLESS STEEL SCREEN
WITH 1/2" PEX BARB FITTING
DRAGO SEAM
TAPE
VERTICAL CONDUIT SEAL (DETAIL)
HORIZONTAL CONDUIT SEAL
NOTE:
1. SEALING COMPOUND SHOULD CONSIST OF POLYWATER FST DAM
AND POLYWATER FST-250 PER MANUFACTURE'S REQUIREMENT
OR NV5-APPROVED ALTERNATIVE.
CONDUIT JOINT
SEALING COMPOUND
FOAM DAM
SLAB
CONDUIT
JOINT
FOAM DAMSEALING COMPOUND
FOAM DAM
METER BOX
DRAGO TACK
TAPE
DRAGO SEAL TAPE
NOTES:
1. CLEAN CONCRETE PER MANUFACTURE'S SPECIFICATION, ALLOW CONCRETE TO DRY THEN APPLY
DOUBLE SIDED STICKY ADHESIVE TAPE (DRAGO TACK TAPE OR ENGINEER-APPROVED ALTERNATIVE.
2. PLACE BARRIER AGAINST CONCRETE AND ABOVE DOUBLE SIDED STICKY ADHESIVE TAPE.
3. ATTACHE BATTEN BAR (STEGO TERM BAR OR ENGINEER-APPROVED ALTERNATIVE) MINIMUM OF 3
INCHES FROM CONCRETE EDGE.
4. USE DRAGO SEAL TAPE TO TAPE SEAM TO CONCRETE.
5. HAND ROLL THE TAPED CONNECTION TO THE CONCRETE PER MANUFACTURE'S SPECIFICATION.
6. INSTALLATION TEMPERATURES 40 F. MINIMUM AND 110 F. MAXIMUM.
BATTEN BAR
(STEGO TERM BAR)
DRAGO SEAL TAPE
BATTEN BAR
(STEGO TERM BAR)
12-OUNCE
NON WOVEN
GEOTEXTILE
12-OUNCE
NON WOVEN
GEOTEXTILE
20 MIL DRAGO SOIL GAS BARRIER OR
ENGINEER-APPROVED ALTERNATIVE
NOTES:
1. TERMINATION OF THE SUBSLAB VAPOR PRESSURE MONITORING POINT SHOULD BE IN A STANDARD
VALVE BOX (CHRISTY B1324 WITH BOLT-DOWN LOCKING COVER OR APPROVED ALTERNATIVE).
2. TERMINATION OF PEX PIPE WITH A 1/2" PEX FITTING BALL VALVE.
3. STAINLESS STEEL SCREEN INSTALLED IN 3/4" MINUS LAYER BELOW LINER.
4. A PLACARD MUST BE ATTACHED TO THE VALVE BOX STATING "VAPOR MONITORING STATION - DO
NOT BLOCK".
5. A SUBSLAB VAPOR PRESSURE MONITORING PINT SYSTEM SHALL BE PROVIDED AT THE RATE OF ONE
PER 5,000 SF OF GROUND FLOOR.
6. EACH VAPOR MONITORING PINT INSTALLED IN A 2-FOOT BY 2-FOOT BY 2 INCHES DEEP VALLEY
FILLED WITH WASHED ROCK MINIMUM 7/8" (LESS THAN 10% PASSING THE NO. 10 SIEVE).
1/2" DIAMETER PEX PIPE
TERMINATED WITH A 1/2" PEX
FITTING SHUT-OFF VALVE
4" DRAINAGE ROCK (SPECIFIED BY OTHERS)
12-OUNCE NON WOVEN GEOTEXTILE
20 MIL DRAGO WRAP SOIL GAS
BARRIER OR ENGINEER-APPROVED
ALTERNATIVE
CONCRETE SLAB
(SPECIFIED BY OTHERS)
12" LONG 1/4" DIAMETER
STAINLESS STEEL SCREEN
WITH 1/2" PEX BARB FITTING
NOT TO SCALEMM105
4 VAPOR BARRIER TERMINATION
NOT TO SCALEMM105
1 TYPICAL CROSS SECTION
NOT TO SCALEMM105
2 VAPOR BARRIER PENETRATION
NOT TO SCALEMM105
3 VAPOR BARRIER SEAM
VAPOR MITIGATION
SYSTEM VAPOR
BARRIER DETAILS
NOT TO SCALEMM105
8 SUBSLAB VAPOR DEPRESSURIZATION SYSTEM RISER
NOT TO SCALEMM105
7 SUBSLAB VAPOR PRESSURE MONITORING POINT ABOVE MEMBRANE DETAIL
NOT TO SCALEMM105
9 CONDUIT SEAL
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
SHEET TITLE
SHEET NO.
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DRAWING ISSUE
# DATE DESCRIPTION
2026/03/25 BID SET
Pr in te d B y:
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703 Broadway Street Suite 650 Vancouver, WA 98660
NOT TO SCALEMM105
5 INTERIOR COLUMN VAPOR BARRIER
NOT TO SCALEMM105
6 SUBSLAB VAPOR PRESSURE MONITORING POINT BELOW MEMBRANE DETAIL
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