HomeMy WebLinkAbout3527 183rd PL NE Unit A_BLD6383_2025 RESIDENTIAL MISCELLANEOUS APPLICATION
Community and Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
This application is required for Residential: Decks, Fences, Hot Tub/Spa, Pools, Retaining Walls and other similar
in nature but not specified. See the ASSISTANCE BULLETINS for additional information and requirements.
EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL.
SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted.
REQUIRED DOCUMENTS
DECKS • Proof of approved Zoning Verification or Permit Number: _________________
• Residential Decks Assistance Bulletin: Complete page 4
• Site plan
FENCES • Type of fencing: _______________________ • Site Plan
HOT TUB/SPA • Manufacturer’s Installation Documents • Site Plan
ABOVE GROUND POOL • Manufacturer’s Engineering and Installation Documents • Site Plan
IN GROUND POOL • Manufacturer’s Engineering and Installation Documents • Site Plan
RETAINING WALL • Engineered plans • Site Plan
OTHER • Describe: __________________________________________________________________________________
• Site Plan
Type of Permit: Deck Fence Hot Tub/Spa Pool Retaining Wall _________________
Property Address: Project Valuation:
Lot #: Parcel ID No.: Subdivision:
Project Scope of Work:
Primary Contact: Owner Contractor
Owner Name: Home No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
Contractor Name: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
I hereby certify that I am the Owner Contractor and authorized to sign this application and that the above information is
correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws,
rules and regulation of the State of Washington, and the City of Arlington.
Signature Print Name Date
SHEET INDEX:
Aquatics Engineer Information Pool Contractor Information Project Owner/Developer Information
Goldstream Venture Partners COVER - VICINITY PLAN
Aquatics Engineer Melissa Zeis Contractor Contact Matt Ruzicka Contractor Contact Jon Graves,
Graves & Assoc.
PL1 - POOL AREA LAYOUT, CROSS SECTION
LEGEND
Company Aquatic Engineering Consultants Company Select Design Build Construction GOLDSTREAM
VENTURE
PL2 - POOL CROSS SECTIONS
Company
PARTNERS
LLC
18405 35th Avenue PL3 - CONSTRUCTION NOTES
PO Box 10836 4810 Point Fosdick Dr. STE 117
PL4 - EQUIPMENT LIST, POOL SCHEMATIC,
PUMP CURVE Address Fargo, ND 58106 Address GIG Harbor, WA 98335 1819 NE 168th
ST,
Address
Arlington, WA - 98223 PL5 - PIPING PLAN, DECK DRAIN PLAN,
POOL DATA, PIPE FITTING SCHEDULE Woodville,
WA - 98072
PL6 - DETAILS
Phone 701-730-6370 Phone 253-777-6109
Phone 425-985-4835
Email melissa@aquaticec.com Email matt@selectdbc.com
Phone: 701.730.6370
PO Box 10836 ~ Fargo, ND 58106
PATH OF FURTHEST
LIVING UNIT (490')
FENCE INSTALLED BY OTHER 60" OR
MORE IN HEIGHT TO MIN. STANDARDS
AS SHOWN IN DETAIL 15/PL7
UNCOVERED
POOL
PATIO
AREA
COVERED WOMENS RESTROOMS
PATIO INCLUDING DIAPER CHANGING
STATION (BY OTHERS)
18405 35th Avenue NE Arlington, WA 98223
FENCE INSTALLED BY OTHER 60" OR
DECK SHOWER POOL EQUIPMENT ROOM MENS RESTROOMS INCLUDING DIAPER
MORE IN HEIGHT TO MIN. STANDARDS
CHANGING STATION (BY OTHERS)
AS SHOWN IN DETAIL 15/PL7
3' GATE INSTALLED BY OTHER WITH
MIN. STANDARDS AS SHOWN IN
Goldstream Venture Partners
DETAIL 15/PL7 SEE ARCHITECTURAL
PLANS FOR HARDWARE
VICINITY PLAN
SCALE: 1" = 20'
# Date: Description:
#
#
CODES AND STANDARDS: CONCRETE REINFORCEMENT"
#
C33 "STANDARD SPECIFICATION FOR CONCRETE AGGREGATES"
ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING CODES: C150 STANDARD SPECIFICATION FOR PORTLAND CEMENT"
#
STATE BUILDING CODE NSF SEAL OF APPROVAL PROGRAM
#
COUNTY/STATE/FEDERAL SWIMMING POOL/SPA CODE GCA G-84 "GUNITE AND SHOTCRETE"
STATE/LOCAL PLUMBING CODE ASME PUBLICATION "CODING AND LABELING"
Date: Feb 12, 2025
UNDERWRITER’S LABORATORY (UL) TILE COUNCIL OF AMERICA, INC. PUBLICATION "HANDBOOK
FOR CERAMIC TILE
Project Number: 24059GSV
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) PUBLICATION 70 "NATIONAL ELECTRIC INSTALLATION"ACI 117, "STANDARD TOLERANCES FOR CONCRETE
CONSTRUCTION AND
Scale: SEE PLAN SHEET
CODE" MATERIALS"
ANSI/ADA ACI
Drawn By: AC
ANSI/APSP-1 "STANDARD FOR PUBLIC SWIMMING POOLS" ACI301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS"
Checked By: MAZ
ANSI/APSP-7 "AMERICAN STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING ACI 305R, "HOT WEATHER CONCRETING"
POOLS, WADING POOLS, SPAS, HOT TUBS, AND CATCH BASIN" ACI 306R, "COLD WEATHER CONCRETING"
NORTH VICINITY PLAN
ANSI/APSP-11 "STANDARDS FOR WATER QUALITY IN PUBLIC POOLS AND SPAS" ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE"
ISPSC 2021 ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK"
APSP ACI 506R, "GUIDE TO SHOTCRETE"
ASTM ACI 506.2, "SPECIFICATIONS FOR MATERIALS, PROPORTIONING
AND APPLICATION OF
A615 "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL BARS FOR SHOTCRETE" (REVISED 1983)
COVER
SHEET NOTES:
LEGEND:
1. ALL DOORS AND GATES TO POOL AREA SHALL BE SELF-CLOSING AND
SELF-LATCHING (BY OTHERS).
2. LATCHES SHALL BE OF ONE OF THE FOLLOWING TYPES:
UNDERWATER LIGHT 24
2.1. CONTINUOUSLY LOCKED
2.2. CODED
2.3. OR RAISED 60 IN. OR MORE IN HEIGHT
3. GATES SHALL HAVE A SEPARATE LOCKING METHOD TO LOCK DOORS
WHEN POOL IS CLOSED.
4. HAND ACTIVATED DOOR OPENING HARDWARE HEIGHT SHALL BE AT A MIN.
ACCESSIBLE LIFT AND AREA 30
HEIGHT OF 60 IN.
5. FENCE SHALL BE A MIN. OF 60 IN. IN HEIGHT W/ OPENINGS LESS THAN 4 IN.
6. POOL AREA DECK (INSTALLED BY OTHERS) SHALL BE IMPERVIOUS TO
WATER, CLEANABLE, WATER-SEALED, AND SLIP RESISTANT. CONCRETE
W/ LIGHT BROOM FINISH.
FT M
10'-9"
3.0 NO DIVING .9 DEPTH MARKER
7. POOL WALLS AND FLOORS MUST BE WHITE OR LIGHT PASTEL PLASTER.
Phone: 701.730.6370
8. ALL STEPS AND POOL SURFACES SHALL HAVE A NON-SLIP SURFACE.
LADDER TO BE
EMERGENCY PHONE WITH SIGN
9. CONTRASTING STRIPE
STATING SITE ADDRESS AND
INSTALLED PER
9.1. ALL EDGES OF STEPS AND/OR BENCHES SHALL HAVE A 2 IN. STRIPE OF
PHONE NUMBER; FIRST AID KIT PO Box 10836 ~ Fargo, ND 58106
LOCAL CODE
CONTRASTING COLOR ON THE HORIZONTAL FACE.
(BY OTHERS)
9.2. ALL EDGES OF LEISURE DECKS SHALL HAVE A 2 IN. STRIPE OF
28
CONTRASTING COLOR ON BOTH THE HORIZONTAL AND VERTICAL
M 1.4NO DIVINGFT 4.5
APPROX. LOCATION OF
SURFACE.
12'-21"
BACKBOARD, BUOY RING,
2
REACHING POLE, SHEPHERD'S
9.3. 4 IN. STRIPE OF CONTRASTING COLOR ON POOL WALLS AND FLOOR AT
4.5
33
M
HOOK, AND BLANKET. VERIFY
ANY GRADE BREAK GREATER THAN 1:12.
FT 1.4
NO DIVING
10. HOSE BIBBS WITH BACK FLOW PREVENTION SHALL BE INSTALLED SO
1.4 FT NO DIVING
WITH ARCHITECTURAL (BY
M 4.5
THAT ALL AREAS OF THE DECK CAN BE REACHED BY A 50 FT. HOSE.
OTHERS)
11. THERE SHALL BE NO STEPPING POINTS, INCLUDING POSTS AND CABLE
HOSE BIBB WITH VACUUM
BOXES, NEAR THE FENCE.
BREAKER; VERIFY LOCATION
12. SIGNS SHALL BE INSTALLED PRIOR TO PRE-OPENING INSPECTION.
WITH ARCHITECTURAL PLANS
13. DECKING SHALL BE SLOPED AT A MIN. OF 1 IN. PER FT. AND A MAX. OF 1
4 2
(BY OTHERS)
IN. PER FT. AWAY FROM POOL AND BUILDING TO ENSURE POSITIVE
DRAINAGE TOWARD LANDSCAPE AREAS AND/OR DECK DRAINS.
24
14. FOR BUILDINGS ADJACENT TO POOL DECK IF WINDOWS ARE CAPABLE OF
10 1" POOL WALL W/ 1" PLASTER
OPENING AND ARE LESS THAN 42 IN. ABOVE FINISHED GROUND, MAX.
2 2 33
OPENING SHALL BE 4 IN.
FORM &
POUR COPING
2" HAND HOLD OVERHANG
WITH
2" HAND HOLD
SEE
DETAIL 5/PL7
36
30'-0"
35
5'-0" 1'-4"
2
PL2
M1.4NO DIVINGFT4.5
30
24
4.5 M
FT 1.4
NO DIVING
1.4 FTNO DIVING
M 4.5
5'-0"
15'-0"
3.5
M
FT 4 TREADS @ 1'-0" EA 4'-0" 1.1
ADA EQUIMENT
NO DIVING
1.1 FT NO DIVING
CLEARANCE
M 3.5
1 2" CONTINUOUS STRIPE OF CONTRASTING
12'-1
"
2 COLOR SHALL BE PLACED ON THE EDGE
1
OF EACH STEP AND BENCH
PL2 18405 35th Avenue NE Arlington, WA 98223
3.5FT 1.1M
NO DIVING 27
3.5
M
FT 1.1
NO DIVING
1.1 FTNO DIVING
M 3.5
HANDRAIL TO BE INSTALLED
PER LOCAL CODE TO ENSURE
FT M
3.5NO DIVING1.1
AN UNOBSTRUCTED SURFACE
Goldstream Venture Partners
13'-0 1/2" AREA OF 240 SI PER STEP
DECK
SHOWER
DECK AREA: 2114.4
SF
WATER AREA: 435.1
SF
DECK TO WATER AREA
RATIO: 1 TO 4.8
CROSS SECTION LEGEND # Date: Description:
#
SCALE: 1/8" = 1'-0"
#
#
#
#
Date: Feb 12, 2025
POOL AREA LAYOUT PLAN
Project Number: 24059GSV
SCALE: 1/4" = 1'-0"
Scale: SEE PLAN SHEET
Drawn By: AC
Checked By: MAZ
NORTH
POOL AREA LAYOUT,
CROSS SECTION LEGEND
PL1
NOTES:
1. SLOPE FLOOR 1 IN. PER FT. TO MAIN DRAINS.
4
2. FOR REBAR AROUND MAIN DRAINS SEE DETAIL 13/PL7.
3. FOR ALL REINFORCEMENT SEE SCHEDULE IN DETAIL 10/PL7.
4. SEE PIPING PLAN ON PL5 FOR LOCATIONS OF RECIRCULATION INLETS.
5. SEE LAYOUT PLAN ON PL1 FOR UNDERWATER LIGHT LOCATIONS.
27
6. DRAIN TILE IS NOT SHOWN. CONSULT WITH CIVIL OR GEOTECH
ENGINEER IF DRAIN TILE IS REQUIRED.
TOP OF DECK
FORM AND POUR COPING
6" CERAMIC CONCRETE SLAB BY
SEE DETAIL 5/PL7 APPROX.
OTHERS (MIN. 4")
WATERLINE TILE
WATER LEVEL 6"
23
4 RISERS
5 4'-0"
@ 9
8"± 3'-6"
5'-0"
20 4'-6" POOL WALL
(MIN 10")
SEE DETAIL 11/PL8 FOR 9
5"±
8
STAIR REINFORCEMENT
R6" TYP
Phone: 701.730.6370
21 21 POOL FLOOR
PO Box 10836 ~ Fargo, ND 58106
GRANULAR FILL
(MIN. 8")
(MIN. 6")
STRUCTURAL FILL AS 5'-0"
5'-0" 5'-0"
REQUIRED BY THE
4'-0"
11'-0"
GEOTECHNICAL REPORT
15'-0"
1 POOL TRANSVERSE SECTION
PL2
1/2" = 1'-0"
HANDRAIL TO BE INSTALLED
PER LOCAL CODE
27
DEPTH MARKER SEE
CONCRETE SLAB BY LAYOUT PLAN ON PL1 TOP OF DECK
6" CERAMIC APPROX. WATER LEVEL FORM AND POUR COPING
OTHERS (MIN. 4") FOR LOCATIONS
WATERLINE TILE SEE DETAIL 5/PL7
6"
18405 35th Avenue NE Arlington, WA 98223
4FT 6IN 23
3FT 6IN
NO DIVING
NO DIVING
3 RISERS
20 20
20
24 24 @ 9 5" EA
8
5'-0"
POOL WALL
Goldstream Venture Partners
4'-6"
(MIN 10")
9 5"±
SEE DETAIL 11/PL8 FOR
24 8 STAIR
REINFORCEMENT
R6" TYP
1 SLOPE
GRANULAR
FILL
21
(MIN.
6")
POOL FLOOR
(MIN. 8")
STRUCTURAL
FILL AS # Date: Description:
REQUIRED
BY THE
#
GEOTECHNICAL
REPORT
#
#
3'-0" 2'-0"
21'-0" 4 TREADS @ 1'-0" EA
#
#
30'-0"
Date: Feb 12, 2025
Project Number: 24059GSV
POOL LONGITUDINAL SECTION
Scale: SEE PLAN SHEET
2
PL2
Drawn By: AC
1/2" = 1'-0"
Checked By: MAZ
CROSS SECTIONS
PL2
DEFINITIONS: WORK AND/OR MATERIALS BY OTHERS:
CODES AND STANDARDS: EXCAVATION AND BACKFILL: SHOTCRETE:
MATERIALS AND EQUIPMENT:
14. PLACING SHOTCRETE:
1. "GENERAL CONTRACTOR" REFERS TO THE OWNERS 1. PROVIDE LABOR AND MATERIAL FOR EXCAVATION AS REQUIRED
1. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE 1. BASIN EXCAVATION AND GRADING: 1. WORK IN THIS SECTION
INCLUDES PROVIDING ALL SUPERVISION, DO NOT PLACE SHOTCRETE IF TEMPERATURE OF 1. POOL/SPA PLASTER:
REPRESENTATIVE ONSITE AND/OR THE PRIME CONTRACTOR. FOR STRUCTURE, PIPE TRENCHES AND ALL
FOLLOWING CODES: MACHINE EXCAVATION AND TRIM SHALL BE CARRIED ON MATERIALS, LABOR
EQUIPMENT AND RELATED SERVICES ADJACENT CONCRETE IS BELOW 40 DEG. F. OR ABOVE 85 PLASTER SHALL BE STANDARD PLASTER,
WHITE IN COLOR,
RELATED/NECESSARY EXCAVATIONS FOR PROPER
STATE BUILDING CODE AS ONE OPERATION TO AID IN ELIMINATING OVER NECESSARY TO PROVIDE
AND INSTALL SHOTCRETE MATERIAL DEG. F. AND SHALL MEET THE STATE REQUIREMENTS
OF 70% LIGHT
2. "POOL CONTRACTOR" REFERS TO THE CONTRACTOR CONSTRUCTION OF THE STRUCTURE.
COUNTY/STATE/FEDERAL SWIMMING POOL/SPA CODE EXCAVATION. IN ORDER TO OBTAIN AN EVEN WALL LINE, INDICATED ON DRAWINGS.
CONTROL APPLICATION THICKNESS, AIR PRESSURE REFLECTANCE.
PERFORMING THE CONSTRUCTION OF ANY SWIMMING POOL,
STATE/LOCAL PLUMBING CODE RADIUS TEMPLATES SHALL BE USED. FLOOR AREA
AND/OR WATER CONTENT OF SHOTCRETE TO PREVENT SURFACES MUST BE THOROUGHLY CLEANED
OF DUST, OIL,
SAGGING AND/OR DEBONDING OF SUCCESSIVE LAYERS. PAINT AND OTHER LOOSE OR FOREIGN
MATTER BEFORE
SPA, OR OTHER WATER APPARATUS. 2. OWNER OR OWNER'S REPRESENTATIVE TO SUPPLY GRANULAR
UNDERWRITER’S LABORATORY (UL) SHALL BE FINE GRADED BY PLACING OF SCREENS AT 2. WORK SHALL CONFORM
TO LATEST EDITIONS OF THE
APPLICATION NOZZLE SHALL BE HELD AS AT SUCH A APPLICATION.
FILL AS REQUIRED UNDER AND AROUND STRUCTURES.
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) INTERVALS. FOLLOWING STANDARDS/SPECIFICATIONS
UNLESS OTHERWISE
PLASTER SHALL BE PLACED AT A THICKNESS
OF 3/8†TO 1/2â€
3. "POOL OPERATOR" REFERS TO THE OWNER'S REPRESENTATIVE GRANULAR BEDDING MATERIAL SHALL CONFORM TO ASTM
PUBLICATION 70 "NATIONAL ELECTRIC CODE" MINOR VOIDS, WHICH MAY OCCUR DUE TO AN OVER NOTED:
DISTANCE AND ANGLE TO FACILITATE PLACEMENT OF THE
AND SHALL BE TROWELED TO A SMOOTH,
DENSE,
WHO SHALL BE LICENSED AND RESPONSIBLE FOR THE DAY TO 3149.2F GRANULAR BEDDING OR EQUIVALENT STATE
ANSI/ADA EXCAVATION OR FROM BOULDERS REMOVED SHALL BE ACI 117,
"STANDARD TOLERANCES FOR CONCRETE SHOTCRETE BEHIND REINFORCEMENT PRIOR TO IMPERVIOUS SURFACE EXERCISING EXTREME
CARE TO
DAY OPERATION OF ANY ONSITE SWIMMING POOL, SPA, OR SPECIFICATION.
ANSI/APSP-1 "STANDARD FOR PUBLIC SWIMMING FILLED IN WITH A LEAN MIXTURE OF GUNITE OR CONSTRUCTION
AND MATERIALS" ACCUMULATION ON FACE OF REINFORCEMENT. AVOID STAINS.
OTHER WATER APPARATUS.
POOLS" CONCRETE. MAJOR DEFORMATIONS IN EXCAVATION ACI 301,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE
3. POOL ENGINEER AND/OR POOL CONTRACTOR ARE NOT
ANSI/APSP-7 "AMERICAN STANDARD FOR SUCTION CAUSED BY REMOVAL OF LARGE BOULDERS, COLLAPSE FOR BUILDINGS"
16. WALL AND FLOOR SURFACES SHALL RECEIVE FINISH AS 2. TILE MATERIALS:
4. "STRUCTURE" AND/OR "BASIN" REFERS TO ANY POOL/SPA OR RESPONSIBLE FOR STRUCTURAL ISSUES RELATED TO THE SOIL
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, OF EARTH OF INADEQUATE BEARING CAPACITY OR ACI 305R,
"HOT WEATHER CONCRETING" FOLLOWS: WOOD FLOAT; STEEL TROWEL; THEN A LIGHT BROOM TILE PRODUCT TO BE PURCHASED BY
POOL CONTRACTOR
OTHER BODY OF WATER. AND BASIN SUPPORT DESIGN. THE ENGINEER WILL PROVIDE
WADING POOLS, SPAS, HOT TUBS, AND CATCH CAVE-INS CAUSED BY SUBSURFACE WATER CONDITIONS ACI 306R,
"COLD WEATHER CONCRETING" FINISH. POOL FLOOR SHALL BE WOOD FLOATED AFTER AS SPECIFIED BY THE OWNER OR THE
OWNER’S
THE OWNER/GENERAL CONTRACTOR/STRUCTURAL ENGINEER
BASIN" SHALL BE REPAIRED, AS REQUIRED, AND FILLED WITH ACI 318,
"BUILDING CODE REQUIREMENTS FOR CONCRETE IS PLACED, SHAPED AND SMOOTHED UP BEFORE THE REPRESENTATIVE.
WITH LOAD REQUIREMENTS IF NEEDED. A STRUCTURAL
ANSI/APSP-11 "STANDARDS FOR WATER QUALITY BANK RUN GRAVEL, CRUSHED STONE OR A LEAN MIX OF REINFORCED
CONCRETE" INITIAL "SET" HAS DEVELOPED. PRIOR TO FINAL INSPECTION TILE SHALL BE A STANDARD GRADE UNGLAZED
CERAMIC
WORK AND/OR MATERIALS TO BE PERFORMED BY ENGINEER SHALL DESIGN SUPPORT FOR THE BASIN INCLUDING,
IN PUBLIC POOLS AND SPAS" GUNITE BY THE GENERAL CONTRACTOR. ACI 347,
"RECOMMENDED PRACTICE FOR CONCRETE CONTRACTOR SHALL EXAMINE THE ENTIRE SURFACE FOR FLOOR TILE MEETING ANSI 137.1.
POOL CONTRACTOR: BUT NOT LIMITED TO BACKFILL, SUB-BASE, PIERS OR VAULTS AS
APSP BEFORE COMPLETION OF EXCAVATION, THE FOOTING AT FORMWORK"
ABNORMAL ROUGHNESS AND SHALL ENSURE A CLEAN SURFACE. BOND COAT SHALL BE LATEX PORTLAND
CEMENT MORTAR IN
COMPLIANCE WITH ANSI 108.5.
WELL AS DECKING AND SUPPORT FOR THE DECKING.
ASTM THE BASIN FLOOR TO WALL TRANSITION, WHICH IS A ACI 506R,
"GUIDE TO SHOTCRETE"
GROUTING MATERIAL SHALL BE PRE-MIXED,
SANDED,
1. CONSTRUCT ALL WORK DESCRIBED ON PLANS AND ADDITIONAL
A615 "STANDARD SPECIFICATION FOR DEFORMED MONOLITHIC PORTION OF STRUCTURE SHELL, SHALL BE ACI 506.2,
"SPECIFICATIONS FOR MATERIALS, AFTER CURING SEVEN (7) DAYS, CONCRETE SURFACE SHALL BE ACID
COLORED, TILE GROUT IN COMPLIANCE
WITH ANSI A108.10.
SPECIFICATIONS. 4. DECK CONSTRUCTION, FINISHES, EXPANSION JOINTS, ETC.
AND PLAIN BILLET-STEEL BARS FOR CONCRETE FORMED TO DIMENSIONS AS SHOWN ON DRAWINGS. A PROPORTIONING
AND APPLICATION OF SHOTCRETE" CLEANED TO REMOVED GRIT, LAITANCE AND OTHER CONCRETE
PRODUCT TO BE INSTALLED IN ACCORDANCE
WITH
REINFORCEMENT" HEADER SHALL BE INSTALLED COMPLETELY AROUND (REVISED
1983) COMPONETS. ACID MUST BE HOSED OFF UNDER PRESSURE. EXAMINE
MANUFACTURER'S RECOMMENDATIONS
AS WELL AS IN
2. PROVIDE AND INSTALL ALL MATERIALS FOR LAYOUT AND 5. BONDING AND GROUNDING OF STRUCTURE AND EQUIPMENT.
C33 "STANDARD SPECIFICATION FOR CONCRETE THE BASIN, THE INSIDE FACE OF WHICH SHALL BE
THE ENTIRE SURFACE FOR ABNORMAL ROUGHNESS. COMPLIANCE WITH ANSI 108.1
FORMING AS REQUIRED. BONDING DIAGRAMS WILL BE PROVIDED BY OWNER/GENERAL
AGGREGATES" PROPERLY ANCHORED IN PLACE. A TAUT CUTTING WIRE 3. SUBMITTALS: IF
REQUIRED BY GENERAL CONTRACTOR, POOL
CONTRACTOR IF REQUIRED BY REVIEWING AGENCIES OR
C150 STANDARD SPECIFICATION FOR PORTLAND SHALL BE ANCHORED TO ENSURE DIMENSIONAL CONTRACTOR SHALL
PROVIDE, AT HIS OWN EXPENSE, A MIX 17. POOL CONTRACTOR SHALL PROVIDE BEST MIX DESIGN, 3. PUMPS:
3. PROVIDE AND INSTALL SPECIFIED REINFORCING STEEL FOR AUTHORITIES OF JURISDICTION.
CEMENT" INTEGRITY OF STRUCTURE. CUTTING WIRES SHALL BE DESIGN TO ENGINEER
2 WEEKS PRIOR TO PLACING SHOTCRETE. PLACEMENT AND CURING TECHNIQUES TO MINIMIZE SHRINKAGE POOL CONTRACTOR SHALL PROVIDE MATERIALS,
STRUCTURE.
NSF SEAL OF APPROVAL PROGRAM PLACED AT INTERSECTIONS OF VERTICAL WALLS AND ON MIX DESIGN SHALL
INCLUDE THE FOLLOWING INFORMATION: CRACKING. EQUIPMENT AND LABOR TO INSTALL AND
TEST PUMPING
6. PROVIDE VENTILATION OF AQUATIC ROOM MEETING ASHRAE
GCA G-84 "GUNITE AND SHOTCRETE" FLOOR ELEVATION PINS TO ENSURE DIMENSIONAL PROPORTIONS
AND TYPES OF MATERIALS. SYSTEMS COMPLETE WITH PUMPS, MOTORS,
MOUNTING
4. PROVIDE MATERIAL, LABOR, TOOLS AND EQUIPMENT TO STANDARDS INCLUDING MAINTAINING NEGATIVE AIR PRESSURE
ASME PUBLICATION "CODING AND LABELING" ACCURACY OF STRUCTURE. FINE AND
COARSE AGGREGATE GRADATIONS PER ASTM 18. CURING AND COLD WEATHER PROTECTION: IT IS REQUIRED BASES, PIPING, VALVES, AND APPURTENANCES
AS
CONSTRUCT COMPLETE STRUCTURE. IN AQUATIC AREA.
TILE COUNCIL OF AMERICA, INC. PUBLICATION COMPACT GRANULAR BASE MATERIAL TO 98% OF C33.
THAT SURFACES BE KEPT CONTINUOUSLY WET FOR AT LEAST INDICATED IN PLANS AND SPECIFICATIONS.
Phone: 701.730.6370
"HANDBOOK FOR CERAMIC TILE INSTALLATION" MAXIMUM MODIFIED PROCTER DRY DENSITY. METHOD OF
DETERMINING THE MIX DESIGN SEVEN (7) DAYS. CURING BY SPRAYING APPLIED MEMBRANES PUMPS SHALL BE HORIZONTAL, CLOSE-COUPLED,
END
5. PAINT STEPS AND APPLY NON-SLIP FINISH OR WATER/CHLORINE 7. PROVIDE ELECTRICAL LOW-VOLTAGE CONNECTIONS REQUIRED
PROPORTIONS.
WILL NOT BE PERMITTED. AIR IN CONTACT WITH SHOTCRETE SUCTION, CENTRIFUGAL PUMPS WITH INTEGRAL
HAIR AND
PROOF STRIP. FOR COMPLETE INSTALLATION OF EQUIPMENT AND CONTROLS.
2. TRENCH EXCAVATION FOR PIPING: WATER/CEMENT
RATIO AND SLUMP. SURFACES SHALL BE MAINTAINED AT TEMPERATURES ABOVE LINT STRAINER.
POOL CONTRACTOR RESPONSIBILITIES: GENERAL CONTRACTOR SHALL DIG A SUFFICIENTLY AIR CONTENT
OF BOTH PLASTIC AND HARDENED FREEZING FOR A MINIMUM OF SEVEN (7) DAYS. MORE DETAILED PUMPS SHALL BE MODEL SPECIFIED IN
EQUIPMENT LIST PO Box 10836 ~ Fargo, ND 58106
UNLESS AN EQUAL IS APPROVED BY
THE ENGINEER.
6. PROVIDE MATERIAL, LABOR, TOOLS AND EQUIPMENT TO INSTALL 8. HIGH-VOLTAGE ELECTRICAL CONNECTIONS REQUIRED FOR
STRAIGHT TRENCH TO PERMIT PIPE TO BE LAID TRUE IN CONCRETE.
RECOMMENDATIONS ON WINTER PROTECTION MAY BE FOUND IN
MECHANICAL EQUIPMENT.
1. SUBMIT SPECIFICATIONS OR CUT SHEETS FOR EQUIPMENT TO APPROXIMATE LOCATION SHOWN ON DRAWINGS AND AS
ALL NECESSARY PIPING AND RELATED APPURTENANCES TO
ACI 306R. 4. VALVES:
CONSTRUCT THE COMPLETE HYDRAULIC AQUATIC SYSTEM.
ENGINEER OR AUTHORITY OF JURISDICTION UPON REQUEST COORDINATED IN THE FIELD. 4. OWNER OR OWNER’S
REPRESENTATIVE MUST NOTIFY THE POOL
POOL CONTRACTOR SHALL PROVIDE
MATERIALS,
9. POTABLE WATER SUPPLY (WITH BACKFLOW PREVENTER OR
AND PRIOR TO COMPLETION OF DESIGN AND/OR APPROVAL AS GENERAL CONTRACTOR SHALL EXCAVATE, BRACE, CONTRACTOR 14 DAYS
PRIOR TO PLACEMENT OF SHOTCRETE IF
APPLICABLE.
REINFORCEMENT: EQUIPMENT AND LABOR TO INSTALL
AND TEST VALVES AS
7. PROVIDE AND INSTALL COMPLETE SKIMMER SYSTEM AS OTHER ACCEPTABLE PREVENTION) AND SANITARY WASTE TO
SHEET AND DRAIN TRENCH SO THAT WORKMEN MAY COMPRESSIVE STRENGTH
TESTING IS REQUIRED. IF THE OWNER PART OF THE HYDRAULIC PIPING SYSTEM
AS SHOWN ON
SPECIFIED. EQUIPMENT ROOM.
WORK SAFELY AND EFFICIENTLY. REQUIRES THE TEST,
THE STRENGTH SHALL BE MEASURED AT 7 PLANS AND DESCRIBED IN SPECIFICATIONS.
2. INSTALL EQUIPMENT WITH BEST CONSTRUCTION PRACTICES
1. BEFORE PLACING, THOROUGHLY CLEAN REINFORCEMENT OF ANY
AND 28 DAYS PER
ASTM C39. IF THE TEST FAILS, THE POOL VALVES SHALL BE A TWO OR THREE
WAY VALVE, AS
COATING, WHICH WOULD REDUCE BONDING. DO NOT HEAT, CUT
8. PROVIDE AND INSTALL PLASTER FINISH WITH TILE BORDER 10. ELECTRICAL CONNECTION FOR HEATERS. GAS AND VENTING
AND IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS 3. PREPARATION OF TRENCH BOTTOM: CONTRACTOR SHALL
PAY FOR THE TEST. IF THE TEST PASSES, APPLICABLE, WITH PVC OR CPVC SOCKET
AND THREADED
OR BEND BARS WITHOUT APPROVAL. BARS SHALL BE BENT COLD.
ACCENTS. FOR HEATERS.
AND RECOMMENDATIONS. TRENCH SHALL NOT HAVE STANDING WATER WHEN THE OWNER SHALL
PAY FOR THE TEST. BODIES AND EPDM SEATS AND SEALS.
TRENCH BOTTOM IS PREPARED OR WHEN PIPE IS LAID.
2. METAL REINFORCEMENT SHALL BE ACCURATELY POSITIONED
9. PROVIDE, INSTALL AND TEST COMPLETE PUMPING SYSTEM TO 11. PROVIDE VENTING FOR EQUIPMENT MECHANICAL ROOM AND
3. TESTS: EXCAVATE BELL OR FLANGE HOLES IF SO REQUIRED, SO 5. MATERIALS:
AND SECURED AGAINST DISPLACEMENT BY USING ANNEALED 5. PIPING:
INCLUDE STRAINERS, PUMPS, MOTORS, VALVES AND ALL OTHER CHEMICAL STORAGE ROOM PER MANUFACTURER
PIPING SHALL PROVE ABSOLUTELY TIGHT UNDER THAT AFTER PLACEMENT ONLY THE BARREL OF THE PORTLAND
CEMENT: TYPE 1, ASTM C 150 (NON IRON WIRE TIES OR SUITABLE CLIPS AT INTERSECTIONS. POOL CONTRACTOR SHALL PROVIDE MATERIALS,
RELATED APPURTENANCES REQUIRED FOR PROPER HYDRAULIC REQUIREMENTS AND LOCAL JURISDICTION REQUIREMENTS.
REQUIRED TESTS. TESTS SHALL BE PERFORMED PIPE RECEIVES BEARING PRESSURE FROM TRENCH AIR-ENTRAINED).
VERTICAL REINFORCEMENT IN CONCRETE WALLS SHALL BE EQUIPMENT AND LABOR TO INSTALL AND TEST
THE PIPING
OPERATION.
BEFORE PIPE IS COVERED OR CONNECTED TO BOTTOM, AND PIPE IS TRUE TO LINE AND GRADE. AGGREGATE:
FINE AGGREGATE SHALL CONFORM TO SPACED TO ITS PROPER DISTANCE FROM FACE OF FORMS BY SYSTEM AS SPECIFIED ON PLANS AND
DESCRIBED IN
12. MECHANICAL ROOM, VENTED, WITH NON-SLIP FLOOR SLOPED
EQUIPMENT. ASTM C 33,
#4 MAXIMUM SIZE, CLASS 4S. A COMBINED MEANS OF APPROVED PRE-CAST MORTAR OR CONCRETE SPECIFICATIONS.
1
POOL CONTRACTOR MUST REMEDY DEFECTS FOUND AS 4. PIPE LAYING: GRADING
OF FINE AND COARSE AGGREGATE SHOULD BLOCKS. THE SIZE OF THE SURFACE OF BLOCKS TO BE PLACED PIPING SHALL BE SCHEDULE 40 RIGID
PVC PIPE
10. SUPPLY AND INSTALL AN APPROVED DISINFECTION SYSTEM AT A MIN OF 4" PER FOOT TO A FLOOR DRAIN OR SUMP.
A RESULT OF TESTING, THEN REPEAT TESTS AS CONFORM
TO ONE OF GRADINGS OF TABLE 202B OF ACI ADJACENT TO FORMS SHALL NOT EXCEED 2 1/2" SQUARE AND CONNECTIONS 2 1/2†OR LESS,
WITH SOLVENT WELD BELL;
INCLUDING CHLORINATION, PH ADJUSTMENT AND CONTROL OF
PIPE SHALL BE CAREFULLY LOWERED INTO TRENCH
NECESSARY UNTIL THE RESULTS ARE ACCEPTABLE.
BLOCKS SHALL BE ACCURATELY CAST TO THE THICKNESS SOLVENT WELD FITTINGS WHICH CONFORM
TO THE
THE SAME. 13. CHEMICAL STORAGE ROOM WITH LIGHT INTENSITY OF 20-FOOT
PIECE BY PIECE IN A MANNER AS TO PREVENT DAMAGE 506.
PIPING SHALL BE TESTED AND PROVED TIGHT UNDER A
REQUIRED. REQUIREMENTS OF ASTM D1785, TYPE
1-SCHEDULE 40.
CANDLES.
TO MATERIALS AND PROTECTIVE COATINGS. WATER: MIXING
WATER SHALL CONFORM TO ASTM C94.
CONNECTIONS 6" OR GREATER SHALL
BE FLANGE
11. SUPPLY SAFETY EQUIPMENT AS AGREED TO WITH OWNER PER
STATIC WATER OR AIR PRESSURE TEST OF AT LEAST 35 BEFORE LOWERING AND WHILE SUSPENDED, INSPECT IF ADMIXTURE
IS INCLUDED AS PART OF THE DESIGN
PSI FOR 15 MINUTES AND SHALL BE APPROVED BY THE
3. REINFORCING BARS SHALL MEET ASTM A615 GRADE 40. CONNECTIONS.
CONTRACT. SPECIFIC SAFETY EQUIPMENT TO BE PROVIDED BY 14. SIGNAGE AS REQUIRED BY THE AHJ.
PIPE FOR DEFECTS AND COATING DAMAGE. DEFECTIVE, SUBMITTAL,
A WRITTEN EXPLANATION OF REASON FOR PIPING AND FITTINGS CARRYING WATER
IN EXCESS OF 140
THE POOL CONTRACTOR INCLUDES: RING BUOY AND SHEPARD'S
AUTHORITY HAVING JURISDICTION. DAMAGED OR UNSOUND PIPE SHALL BE REJECTED AND ADMIXTURE
MUST BE INCLUDED WITH SUBMITTAL. DEGREES FAHRENHEIT SHALL BE HARD
COPPER.
IF PIPING PASSES TEST, POOL CONTRACTOR IS NOT
4. REINFORCING BARS SHALL BE FABRICATED TO DIMENSIONS
HOOK, IF NOT ALREADY EXISTING. 15. GENERAL, MECHANICAL, AND ELECTRICAL CONSTRUCTION
REMOVED FROM SITE. NO CHLORIDE,
CHLORIDE COMPOUNDS OR MATERIALS SHOWN ON PLANS IN ACCORDANCE WITH THE REQUIRMENTS OF PIPING SHALL BE INSTALLED IN ACCORDANCE
WITH THE
WORK NOT CALLED OUT IN PLANS.
RELEASED OF THEIR RESPONSIBILITY TO GUARANTEE REMOVE FOREIGN MATTER OR DIRT FROM INSIDE OF CONTAINING
A CHLORIDE WILL BE PERMITTED. THE CONCRETE REINFORCING STEEL INSTITUTE. LATEST ASTM PUBLICATION FOR THE SPECIFIED
PIPE.
12. PROVIDE AND INSTALL ALL EQUIPMENT AND RELATED
PIPING AGAINST MATERIALS AND WORKMANSHIP. PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN
POOL CONTRACTOR SHALL INSTALL
THE PIPING WITH THE
APPURTENANCES AS STATED IN THE EQUIPMENT LIST, ON THE 16. DECK DRAIN, SUPPLIED BY POOL CONTRACTOR, SHALL BE
TRENCH, AND KEEP PIPE CLEAN BY APPROVED MEANS 6. PHYSICAL PROPERTIES
REQUIREMENTS: 5. MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL BE BEST CONSTRUCTION PRACTICES AND IN
ACCORDANCE
DRAWINGS AND IN THE SPECIFICATIONS AS REQUIRED FOR THE INSTALLED BY CONCRETE (DECKING) CONTRACTOR AT TIME OF
4. PIPING MUST BE LABELED AND MARKED IN ACCORDANCE WITH DURING AND AFTER LAYING. SHOTCRETE
SHALL HAVE A MINIMUM COMPRESSIVE NOT LESS THAN 1-1/2 TIMES BAR DIAMETER OR LESS THAN 1-1/3 WITH MANUFACTURER’S INSTRUCTIONS
AND
PROPER OPERATION OF THE WATER BODY. DECK CONSTRUCTION.
THESE PLANS AND SPECIFICATIONS AND LOCAL AND STATE BED PIPE UNIFORMLY THROUGHOUT ITS ENTIRE LENGTH. STRENGTH
OF 4000 PSI AT 28 DAYS AS MEASURED BY TIMES THE NORMAL SIZE OF THE COARSE AGGREGATE, OR LESS RECOMMENDATIONS AND IN ACCORDANCE
WITH LOCAL AND
CODES. PIPING MUST BE MARKED BY LABEL, COLOR CODE, TAG ASTM C39
PROCEDURES. THAN 1". CONTACT LAP SPLICES ARE ALLOWED. STATE CODES.
13. PROVIDE BYPASS VALVE FOR HEATER IF REQUIRED. 17. SUMP PIT FOR DECK DRAIN COLLECTION AND/OR BACKWASH TO
OR OTHER DISTINGUISHING MARK (PERMANENT MARKER NOT 5. BACKFILL AT PIPE ZONE: MAXIMUM
WATER/CEMENT RATIO SHALL BE BETWEEN 0.35
BE PROVIDED FOR AND INSTALLED BY OTHERS. POOL
ALLOWED). BOTH DIRECTION OF FLOW AND AQUATIC FEATURE PLACE GRANULAR BEDDING MATERIAL IN TRENCH AND 0.50.
6. NO SPLICES OF REINFORCEMENT, ALL REINFORCING BARS SHALL DECK EQUIPMENT:
14. PROVIDE START-UP UPON COMPLETION OF THE PROJECT, AS CONTRACTOR NOT RESPONSIBLE FOR THE SUMP PIT.
SERVED SHALL BE MARKED. SIMULTANEOUSLY ON BOTH SIDES OF PIPE FOR FULL AIR CONTENT
OF HARDENED SHOTCRETE SHALL BE 5 LAP ACCORDING TO THE REBAR SCHEDULE PROVIDED IN THE
DESCRIBED IN THESE NOTES.
WIDTH OF TRENCH IN SIX (6) INCH LIFTS TO A POINT ONE PLUS OR
MINUS 1% WHEN MEASURED IN ACCORDANCE DETAILS.
1. DECK EQUIPMENT SHALL BE TYPE 304 STAINLESS
STEEL
18. SUMP PUMP, IF REQUIRED, IN EQUIPMENT MECHANICAL ROOM
5. POOL CONTRACTOR MUST HYDRAULICALLY BALANCE FILTER HALF PIPE DIAMETER ABOVE INVERT. WITH ASTM
C231. POLISHED TO A HIGH LUSTER FINISH. SPECIFIED
DECK
SUCTION LINES AND HAVE ONE MAINLINE WITH GATEVALVE
7. REINFORCING SHALL BE PROTECTED BY THICKNESS OF
15. PROVIDE 3/4" SUPPLY PIPE FROM AUTO-FILL TO MECHANICAL SUMP PIT TO BE PROVIDED AND INSTALLED BY OTHERS. POOL
PLACE GRANULAR BACKFILL MATERIAL IN TRENCH FROM SHOTCRETE
SHALL HAVE A SLUMP NO GREATER THAN EQUIPMENT AND ANCHORS, WHERE REQUIRED,
SHALL BE
CONNECTED TO THE MANIFOLD.
CONCRETE INDICATED ON PLANS. WHERE NOT OTHERWISE
ROOM. CONTRACTOR IS NOT RESPONSIBLE FOR THE SUMP PUMP.
MID HEIGHT OF PIPE TO A POINT 12" ABOVE PIPE. THREE INCHES
(3"). PROVIDED BY SPA CONTRACTOR. INSTALLATION
WITHIN
SHOWN, CONCRETE COVERAGE OVER REINFORCEMENT ON
COMPACT BEDDING AND BACKFILL MATERIALS TO A
STRUCTURE SHALL BE BY POOL CONTRACTOR.
INSTALLATION IN
FORMED SURFACES EXPOSED TO GROUND WATER OR
16. SUPPLY SPARE HAIR AND LINT BASKET. 19. RESTROOMS, SHOWERS AND RELATED PLUMBING FIXTURES AS
6. SUBMIT TWO (2) BOUND COPIES OF ALL OPERATION AND DENSITY EQUAL TO OR GREATER THAN 95% OF MAXIMUM 7. MIX PROPORTIONS
SHALL BE CONTROLLED VOLUMETRIC OR OR ON AQUATIC DECK OR ELSEWHERE SHALL
BE PROVIDED BY
WEATHERING SHALL BE 2".
SHOWN ON THE PLANS.
MAINTENANCE INSTRUCTION MANUALS FOR EQUIPMENT AND DENSITY, MODIFIED PROCTOR TEST. WEIGHT BATCHING
IN ACCORDANCE WITH ASTM C685. GENERAL CONTRACTOR. INSTALLATION SHALL
BE IN
17. PROVIDE LABOR AND MATERIAL FOR EXCAVATION AS REQUIRED 19.1. HOT AND COLD OR TEMPERED WATER TO BE DELIVERED
INSTRUCT OWNER’S REPRESENTATIVE ON PROPER USE AND PIPE ZONE EXTENDS FROM BOTTOM OF TRENCH TO A
ACCORDANCE WITH DRAWINGS AND INSTRUCTIONS
PROVIDED BY
FOR STRUCTURE, PIPE TRENCHES AND ALL THROUGH A MIXING FAUCET WITH A MAX. TEMP. OF 120°
MAINTENANCE OF THE SYSTEM AND EQUIPMENT. POINT 12 INCHES ABOVE TOP OF PIPE. 8. ADEQUATE GROUND
WIRES, BOTH VERTICAL AND HORIZONTAL, POOL CONTRACTOR.
RELATED/NECESSARY EXCAVATIONS FOR PROPER FAHRENHEIT, WITH MIN. RUNNING WATER CYCLE OF AT
FIELD ENGINEER OR CONSTRUCTION MANAGER MAY SHALL BE INSTALLED
TO ESTABLISH THICKNESS AND SURFACE
CONSTRUCTION OF THE BASIN. LEAST 10 SECONDS IF FAUCETS ARE SELF-CLOSING.
7. POOL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP REQUIRE BACKFILL IN PIPE ZONE TO BE PLACED BY HAND PLANES OF SHOTCRETE
BUILD-UP TO CLEARLY ESTABLISH FORM
AND MATERIALS AGAINST DEFECTS FOR AT LEAST ONE YEAR
MISCELLANEOUS:
19.2. PROVIDE SINGLE SERVICE NON-GLASS SOAP DISPENSER
IF PIPE IS DISTURBED BY BACKFILL OPERATIONS OR IF WORK (AT EXTERIOR
CORNERS OF WALLS, COLUMN OR BEAM
AT BOTH THE SINKS AND IN THE SHOWER.
FROM THE DATE OF ACCEPTANCE. BACKFILL MATERIAL IS NOT PROPERLY COMPACTED. CORNERS, AND OTHER
LOCATIONS). THEY MAY ALSO BE USED
1. DISCREPANCIES; AMBIGUITIES; OMISSIONS:
19.3. PROVIDE SINGLE SERVICE TOWELS OR ELECTRIC HAND
AS SCREED GUIDES.
8. START-UP:
NO ORAL INTERPRETATION WILL BE
MADE OF
DRYER.
6. TRENCH BACKFILL:
POOL CONTRACTOR IS RESPONSIBLE FOR SYSTEM
SPECIFICATIONS OR DRAWINGS. NOTIFY
ENGINEER
19.4. SHOWER ENCLOSURE MUST CONFINE WATER TO
BACKFILL TRENCH ABOVE PIPE ZONE WITH TRENCH 9. WHERE SHOTCRETE
IS TO BE PLACED AGAINST LARGE
18405 35th Avenue NE
IMMEDIATELY IF DISCREPANCIES OR
AMBIGUITIES IN OR
SHOWER AREA.
START-UP AND BALANCING OF FLOW RATE. EXCAVATED MATERIAL. BACKFILL SHALL BE PLACED IN SURFACES, THE SURFACE
SHALL FIRST BE THOROUGHLY
Arlington, WA 98223
OMISSIONS FROM DRAWINGS AND SPECIFICATIONS
ARE
19.5. NON-SLIP, IMPERVIOUS FLOOR AND WALL SURFACE
CHLORINE AND PH WATER CHEMISTRY TO BE INITIALLY LIFTS, NOT TO EXCEED ONE FOOT IN COMPACTION COMPACTED AND TRIMMED
TO LINE AND GRADE. SHOTCRETE FOUND.
SHALL BE INSTALLED TO SHOWER HEAD HEIGHT.
BALANCED BY POOL CONTRACTOR WITH CHEMICALS THICKNESS. COMPACT EACH LIFT USING VIBRATING OR SHALL NOT BE PLACED
ON A SURFACE WHICH IS FROZEN, INTERPRETATIONS OF DOCUMENTS WILL BE
MADE ONLY IN
19.6. SHOWER FLOOR SHALL SLOPE TO SUFFICIENT FLOOR
PROVIDED BY OWNER AS RECOMMENDED BY ENGINEER OTHER MECHANICAL EQUIPMENT SUITABLE FOR SOILS SPONGY, OR WHEREVER
THERE IS FREE WATER. SURFACE FORM OF AN ADDENDUM. ADDENDUM SHALL
BECOME PART
DRAIN TO PREVENT WATER FROM STANDING WITHIN THE
AND/OR POOL CONTRACTOR. ENCOUNTERED, TO DENSITY EQUAL TO OR GREATER SHALL BE KEPT DAMP
FOR SEVERAL HOURS BEFORE APPLYING OF CONTRACT DOCUMENTS.
SHOWER AREAS.
POOL CONTRACTOR IS ONLY RESPONSIBLE FOR INITIAL THAN 95% OF MAXIMUM DENSITY AS MEASURED BY SHOTCRETE.
19.7. A CURTAIN SHALL BE PROVIDED TO ALLOW SHOWERING
WATER CHEMISTRY BALANCE IN REGARDS TO CHLORINE STANDARD PROCTOR TEST ASTM DESIGNATION D-698.
2. DRAWINGS:
IN THE NUDE.
AND PH FOR A PERIOD OF SEVEN DAYS, AFTER THAT TESTS TO DETERMINE COMPACTED DENSITY OF 10. CONCRETE FORM WORK
SHALL BE CONSTRUCTED TO CONFORM FIELD MEASUREMENTS OF EXISTING OBJECTS
TAKE
19.8. SHOWER WATER TEMP SHALL BE DELIVERED BETWEEN
TIME IT IS THE RESPONSIBILITY OF THE OWNER’S BACKFILL MAY BE ORDERED BY FIELD ENGINEER OR TO SHAPES, LINES,
AND DIMENSIONS OF CONCRETE PRECEDENCE OVER INFORMATION ON DRAWINGS.
Goldstream Venture Partners
90° AND 120° FAHRENHEIT.
REPRESENTATIVE, WHO SHALL BE A LICENSED POOL CONSTRUCTION MANAGER IF, IN THE FIELD ENGINEER'S CONSTRUCTION,
AS DETAILED AND SHALL BE OF SUFFICIENT ALTERATION OF PLAN DESCRIBED
ON DRAWINGS DUE TO
OPERATOR, TO BALANCE THE CHLORINE AND PH. OPINION, COMPACTION IS NOT ADEQUATE. STRENGTH AND RIGIDITY
THAT, WHEN PROPERLY SUPPORTED, DIFFERENT FIELD LOCATION SHALL BE DONE
IN
THE OWNER’S REPRESENTATIVE, WHO SHALL BE A WILL NOT DEFLECT
UNDER THE WEIGHT OR PRESSURE OF WET CONSULTATION WITH ENGINEER.
20. ACQUIRING ALL NECESSARY PERMITS, TESTS, APPROVALS AND
EXCESS MATERIAL SHALL BE HAULED BY GENERAL
LICENSED POOL OPERATOR, SHALL BE RESPONSIBLE
RECORD DRAWINGS: POOL CONTRACTOR
SHALL PREPARE
ASSOCIATED FEES RELATED TO THE COMPLETE
CONTRACTOR TO A DISPOSAL AREA AS DIRECTED BY CONCRETE, HEAVY
FREQUENCY VIBRATION OR OTHER
FOR INITIAL AND ONGOING BALANCE OF ALL OTHER
AND SUBMIT CLEAR AND ACCURATE
DRAWINGS/SKETCHES
CONSTRUCTION.
CONSTRUCTION MANAGER. INCIDENTAL LOADS.
BUILD FORMS SUFFICIENTLY TIGHT TO
SHOWING AS-BUILT INSTALLATION
OF PIPING, FIXTURES AND
WATER CHEMICALS INCLUDING, BUT NOT LIMITED TO: PREVENT LEAKAGE.
DEFLECTION IN FORM WORK SHALL NOT
EQUIPMENT. SHOW DIFFERENCES FROM
ORIGINAL.
21. GENERAL CONTRACTOR SHALL PAY ALL NECESSARY SALES TAX
SATURATION INDEX, CALCIUM HARDNESS, ALKALINITY, 7. SUBGRADE COMPACTION: EXCEED 1/360 OF
EACH COMPONENT SPAN. HORIZONTAL FORM
AS RELATED TO THE CONSTRUCTION AS SHOWN ON THESE
AND ALL REQUIRED LEVELS AS DICTATED BY CODE. TESTING LABORATORY MUST VERIFY THAT SPECIFIED JOINTS WILL NOT
BE PERMITTED IN BEAMS. 3. ACCEPTANCE OF WORK SHALL FOLLOW COMPLETED
PLANS.
COMPACTION IS ACHIEVED IN ACCORDANCE WITH THE
REQUIREMENTS OF GENERAL CONDITIONS.
WHEN SPECIFIED
FOLLOWING: COMPACT USING VIBRATING OR OTHER 11. CONSTRUCTION JOINTS
ARE TO BE TAPERED TO A THIN EDGE, WORK IS COMPLETED, OWNER, OR OWNER’S REPRESENTATIVE,
# Date: Description:
22. GENERAL CONTRACTOR SHALL OBTAIN CERTIFICATIONS OF
MECHANICAL EQUIPMENT SUITABLE FOR SOILS OVER A WIDTH OF
ABOUT ONE (1) FOOT. SQUARE AND POOL CONTRACTOR WILL CONDUCT DETAILED
TOUR OF
INSPECTIONS AS REQUIRED.
ENCOUNTERED, TO DENSITY EQUAL OR GREATER THAN CONSTRUCTION JOINTS
ALLOWED ONLY WHERE THE JOINT WILL WORK AREA PRIOR TO SUBMITTING FORMAL ACCEPTANCE
OF #
98%, OR AS STATED BELOW, OF MAXIMUM DENSITY AS BE SUBJECTED TO
COMPRESSIVE STRESS. THE ENTIRE JOINT WORK COMPLETED. COMPLETE CONFORMANCE
WITH
23. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER
MEASURED BY STANDARD PROCTOR TEST ASTM SHALL BE THOROUGHLY
CLEANED AND WETTED PRIOR TO SPECIFICATIONS IN EVERY DETAIL IS A CONDITIONAL
PRECEDENT #
TRADES.
DESIGNATION D-698. GENERAL CONTRACTOR IS APPLICATION OF
ADDITIONAL SHOTCRETE. TO ACCEPTANCE OF WORK BY OWNER. STRUCTURE
SHALL BE A #
COMPLETE OPERATING AQUATIC SYSTEM WITH
MECHANICAL
RESPONSIBLE FOR TESTING COSTS.
TEST FILL MATERIALS WITH ONE MECHANICAL ANALYSIS, 12. WHERE A LAYER OF
SHOTCRETE IS TO BE COVERED BY A EQUIPMENT AS SPECIFIED IN PROJECT DOCUMENTS
IN PLACE #
AND OPERATING BEFORE OWNER AND ENGINEER
WILL ACCEPT
ASTM D422, PER 1000 TONS OR PER 550 CUBIC YARDS OF SUCCEEDING LAYER,
IT SHALL FIRST BE ALLOWED TO TAKE ITS
#
WORK AS COMPLETED.
EACH SOIL TYPE USED FOR FILL. MATERIALS NOT INITIAL SET. ALL
REBOUND SHALL BE REMOVED BY BROOMING.
CONFORMING WITH APPROVED MATERIALS ANY LAITANCE WHICH
HAS BEEN ALLOWED TO TAKE FINAL SET
Date: Feb 12, 2025
QUALIFICATION TESTS WILL BE REJECTED. COMPACTION SHALL BE REMOVED
BY SAND BLASTING AND THE SURFACE
TESTING SCHEDULE TO BE TO FOLLOWING MINIMUMS: CLEANED WITH AN
AIR-WATER JET. IN ADDITION, SURFACE SHALL
Project Number: 24059GSV
MIN. % MODIFIED MINIMUM TESTS BE THOROUGHLY SOUNDED
WITH HAMMER FOR DRUMMY AREAS
DESCRIPTION PROCTOR UNIT AREA/LIFT RESULTING FROM
REBOUND POCKETS OR LACK OF BOND.
Scale: SEE PLAN SHEET
FILL UNDER PAVED & DRUMMY AREA, SAGS
OR OTHER DEFECTS SHALL BE CAREFULLY
Drawn By: AC
CONCRETE AREAS 98% 1/250 SQ YDS CUT OUT AND REPLACED
WITH SUCCEEDING LAYER. SURFACES
TO BE SHOT MUST
BE DAMP.
Checked By: MAZ
CLASS 5 MATERIAL
UNDER SLABS 98% 1/100 SQ YDS 13. SURFACES WHICH
DO NOT RECEIVE SHOTCRETE SHALL BE
CONFORM TO THE FOLLOWING STANDARDS: ACI-347-68: PROTECTED BY ADEQUATE
MEANS FROM DUST AND REBOUND.
CONSTRUCTION NOTES
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK"
AND ACI-301-89: "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS"
PL3
POOL EQUIPMENT LIST
CHEMISTRY
MARK EQUIPMENT QTY DESCRIPTION MEP LOADS
CONTROLLER
208-230V,
PENTAIR INTELLIFLO3 VSF VARIABLE SPEED PUMP,
1 PUMP (RECIRCULATION) 1 12.4–11.2A,
MFG#:011075, 3HP
50/60HZ, 1PH
PENTAIR TRITON C, HIGH CAPACITY FIBERGLASS SIDE
MOUNT SAND FILTER, MFG#:140315, MODEL#:TR100C,
2 FILTER 1 -
PRESSURE RELIEF
PUMP PUMP
4.91 SQ.IN. EFFECTIVE FILTRATION AREA, MAX FLOW
RATE 98 GPM
VALVE - INCIDENTAL
TO HEATER (TYP)
3 FILTER MEDIA 11 VITRO GREEN ACTIVATED FILTER MEDIA, 55LB BAG -
HEATER
PENTAIR MASTERTEMP POOL HEATER, MFG#:461020,
LIQUID MURATIC
4 HEATER 1 250K BTU, NATURAL GAS, ASME CERTIFIED, HEAVY 120/240VAC,
6" GAP THERMOMETER
CHLORINE ACID
3.0A, 50/60HZ
DUTY
PENTAIR INTELLICHEM WATER CHEMISTRY
POOL MECHANICAL
120V, 60HZ,
5 CHEMISTRY CONTROLLER CONTROLLER, MFG#:521357, PH RANGE 7.2 TO 7.6, ORP
ROOM FLOOR
3.6A
RANGE 650 TO 750MV
FLOW METER W/
CHLORINE INJECTION
LIQUID CHLORINE FED BY STENNER PERISTALTIC FEED
CHECK VALVE
PUMP, MFG#:45MJL5A1STAA, MODEL#:45M5, ADJ 25PSI,
CONTROLLER EFFLUENT
120V, 1/4W,
6 DISINFECTION 1 50GPD, FEEDER PUMP INTERLOCKED WITH
AUTOMATIC
MURATIC ACID INJECTION
60HZ
RECIRCULATION PUMP TO PREVENT OPERATING ON
LEVELER
OFF CYCLE
CONTROLLER S
LIQUID CHLORINE TO BE STORED IN 15 GALLON
INFLUENT
Phone: 701.730.6370
CARBOY RATED FOR CONTAINMENT OF HAZARDOUS
7 LIQUID CHLORINE STORAGE - -
CHEMICALS WITHIN IN A PROPERLY VENTED CLOSET,
SEE LOCATION ON PL5
PRESSURE GAUGE MULTIPORT VALVE (TYP.)
PO Box 10836 ~ Fargo, ND 58106
MURIATIC ACID FED BY STENNER PERISTALTIC FEED
SIGHTGLASS (TYP.)
PUMP, MFG#:45MJL5A1STAA, MODEL#:45M5, ADJ 25PSI,
120V, 1/4W,
VACUUM/PRESSURE
8 PH BALANCE 1 50GPD, FEEDER PUMP INTERLOCKED WITH
PRESSURE GAUGE /
RECIRCULATION PUMP TO PREVENT OPERATING ON 60HZ
GAUGE
WATER SUPPLY
SKIMMER MANUAL AIR RELIEF
OFF CYCLE
SYSTEM VALVE TO REMAIN IN
MURIATIC ACID TO BE STORED IN 15 GALLON CARBOY
TO
FILTER
RATED FOR CONTAINMENT OF HAZARDOUS
PUMP PLACE (TYP.)
INLETS
9 MURIATIC ACID - -
MAIN 5 X PIPEØ
CHEMICALS WITHIN IN A PROPERLY VENTED CLOSET,
SEE LOCATION ON PL9
DRAIN
STRAINER WITH
FLOW METER W/ CHECK FLOW VIS DIGITAL FLOW METER, FV-2, 2" PIPE SIZE,
10 1 -
SPARE BASKET TO SANITARY SEWER
VALVE OPERATING RANGE 10-110GPM
11 THERMOMETER 1 SL1DW INLINE THERMOMETER FOR POOLS -
PER MECHANICAL PLANS
12 VACUUM / PRESSURE GAUGE 1 -
13 PRESSURE GAUGE 1 -
14 BALL VALVE ±3 PROVIDED BY POOL CONTRACTOR -
POOL SCHEMATIC
15 BUTTERFLY VALVE ±3 PROVIDED BY POOL CONTRACTOR -
N.T.S.
16 CHECK VALVE ±3 PROVIDED BY POOL CONTRACTOR -
17 SOLENOID VALVE 1 PROVIDED BY POOL CONTRACTOR -
18 SIGHT GLASS (FILTER) 1 -
PENTAIR HIFLOW W/ PLUMBING FOR SAND FILTERS,
SCHEMATIC NOTES:
19 MULTI-PORT VALVE (FILTER) 1 -
SCHEMATIC LEGEND:
MFG#:261050
1. EQUIPMENT ROOM SCHEMATICS ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE LAYOUT ON THE PIPING PLAN FOR
3
EQUIPMENT LOCATIONS.
20 WALL INLETS 6 CMP 25559-000-00, 1.5"X4" -
BUTTERFLY VALVE
2. FLOW METER SHALL BE LOCATED AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. FLOW METER MUST
AQUASTAR 32" UNBLOCKABLE DRAIN, 25.9SQ.IN. OPEN
HAVE MEASUREMENT CAPACITY OF AT LEAST 1.5 TIMES DESIGN RECIRCULATION FLOW RATE. FLOW METER MUST BE
21 MAIN DRAINS 2 -
BALL VALVE
AREA, MODEL#:32CDFLXXX, FLOW RATING 120 GPM
ACCURATE WITHIN 10% OF ACTUAL GPM. LOCATE IN AREA ACCESSIBLE FOR READING.
HAY SP1056 HYDRO RELIEF VALVE (1-1/2 OR 2) IF
3. VERIFY PIPE SIZES WITH PIPING PLANS ON PL5.
22 HYDROSTATIC RELIEF VALVE 2 NEEDED PER GEOTECHNICAL REPORT -
4. ALL PIPING SHALL BE PERMANENTLY MARKED AND DIRECTION OF FLOW INDICATED PER LOCAL CODE.
CHECK VALVE
5. PROVIDE CPVC PIPING 5 FEET UPSTREAM & DOWNSTREAM AT BYPASS OF POOL HEATER.
PENTAIR U-3 SKIMMER, MFG#:08650-1403, 2IN NPT WITH
23 SKIMMERS 2 -
6. DESIGN OF THE WATER HEATING SYSTEM SHALL PREVENT THE INTRODUCTION OF WATER IN EXCESS OF 115 DEGREES
S
1-1/2" NPT REDUCER
SOLENOID VALVE
F TO THE POOL.
INTELLIBRIGHT ARCHITECTURAL SERIES LIGHTS, 500W
24 LIGHTS 2 12V, 31W
7. A PRESSURE RELIEF VALVE WITH A MAXIMUM PRESSURE RATING OF 75 POUNDS PER SQUARE INCH AND HAVING A
INCANDESCENT EQUIVALENT MFG#:602141
FLOW DIRECTION
THERMAL CAPACITY OF AT LEAST EQUAL TO THE HEAT INPUT RATING OF THE HEATER SHALL BE PROVIDED WITH THE
INPUT 120V,
DISCHARGED PIPE TO WITHIN SIX INCHES OF THE FLOOR.
18405 35th Avenue NE Arlington, WA 98223
25 LIGHT TRANSFORMER 1 PENTAIR TRANSFORMER, MFG#:619963 300W, OUTPUT
8. ALL CHEMICAL FEED PUMPS SHALL BE INTERLOCKED WITH THE RE-CIRCULATION PUMP.
12-14V
9. CHEMICAL CONTAINERS IN MECHANICAL ROOM MUST BE PROPERLY LABELED, MSDS DATA SHEETS PROVIDED, AND A
26 AUTOMATIC LEVELER 1 JANDY K 1100 ELECTRONIC WATER LEVELOR 110/220V
WARNING SIGN STATING, "AUTHORIZED PERSONNEL ONLY" ON DOOR TO CHEMICAL STORAGE ROOM.
10. POOL, MECHANICAL & ELECTRICAL CONTRACTORS SHALL COORDINATE & VERIFY ALL LOCATIONS & CLEARANCES OF
S. R. SMITH, THREE-BEND HANDRAILS,
ALL POOL EQUIPMENT.
27 HANDRAILS 1 MFG#:3HR-5.5-049-1; STAINLESS STEEL TUBE WITH -
MIRROR FINISH
Goldstream Venture Partners
S.R. SMITH 24" COMMERCIAL LADDER, MODEL NO
LF-24-3B, WITH (2) PERMA ANCHOR SOCKETS , MODEL
28 LADDER 1 -
NO. PS-4019-B, 4" BRASS AND (2) PERMA STAINLESS
ESCUTCHEONS, MODEL NO PE-0019-S
29 TEST KIT 1 TAYLOR K-2006-6 - CHLORINE FAS-DPD KIT -
AQUACREEK F-RNGR ADA LIFT, MFG#:ACP-42-4076, W/
30 HANDICAPPED LIFT 1 -
STANDARD ANCHOR ASSEMBLY MFG#:F-04CAJP
PENTAIR VACUUM R201276 PROVAC #214 W/ #152
# Date: Description:
HANDLE & # 175 WHEELS AND HOSE OREQ MODEL NO.
#
31 CLEANING SYSTEM 1 -
VH3245 MASTER FLEX 1-1/2"X45'; PENTAIR POLE MODEL
#
NO R191306, 8' TO 15.5 '. PENTAIR BRUSH #92
#
BUOY (CAL GW-24 RING BUOY USCG APVD, 24 DIAM,
#
WHITE), SAFETY HOOK AND POLE (PENTAIR #153,
32 SAFETY EQUIPMENT 1 -
#
MODEL NO. R221026; PENTAIR #818, MODEL NO.
R191104 - 16' FIBERGLASS STR)
Date: Feb 12, 2025
33 FIRST AID KIT & SIGNAGE 1 16-UNIT FIRST AID KIT AND SIGNAGE AS REQUIRED BY -
Project Number: 24059GSV
THE STATE OF WASHINGTON WAC
Scale: SEE PLAN SHEET
Drawn By: AC
Checked By: MAZ
EQUIPMENT LIST, POOL
SCHEMATIC, PUMP CURVE
NOTE:
POOL RECIRCULATION PUMP CURVE
EQUIPMENT SHALL BE USED AS LISTED OR AN EQUAL APPROVED BY THE ENGINEER. ALL
RECIRCULATION EQUIPMENT USED SHALL BE NSF/ANSI STANDARD 50 CERTIFIED OR APPROVED
PL4
BY AN ORGANIZATION ACCREDITED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE.
LOOP LINE LEGEND:
<< PI << PI << PI << PI << PI << PI << PI << PI << PI PI >> POOL INLET LINE
<< PI
UNDERDRAIN DESIGNED BY
HYDROSTATIC PS > POOL SUCTION LINE
OTHERS, INSTALLED BY
<< PI
RELIEVE VALVE
MECHANICAL AND/OR
IN THE CENTER
PLUMBING CONTRACTORS (TY)
<< PI PSK > POOL SKIMMER SUCTION LINE
<< PI
RECIRCULATION INLET
20
PS >
PS > << PI
PS >
<< PI PS >
MAIN DRAIN
21
PS > PS > PS > PS > PS >
<< PI PS >
PSK >
<< PI POOL SKIMMER
23
POOL MANIFOLD
SEE DETAIL 6/PL7
CONDUIT TO FEED SWIMMING
PS >
<< PI
POOL LIGHTS; COORDINATE
PSK >
<< PI
WITH ELECTRICAL PLANS
PS >
<< PI
PSK >
HOSE BIBB
SLOPE
<< PI
BY OTHERS
TO DRAIN
ELECTRICAL PANEL
PS >
<< PI
W/ 3 FT CLEARANCE
PSK >
<< PI
DECK DRAIN
PS >
JUNCTION BOX BY OTHERS
Phone: 701.730.6370
<< PI
<< PI PSK > PS > PS >
PS > PS > PS > PS > FOR LIGHTS
PS > << PI << PI
<< PI << PI << PI << PI
PO Box 10836 ~ Fargo, ND 58106
<< PI PSK > PSK >
PSK > PSK > PSK > PSK >
<< PI PSK >
POOL FILL LINES W/ BACK
DECK DRAIN DROP DOWN DESIGNED
PS >
FLOW PREVENTOR BY
BY OTHERS; INSTALLED BY
<< PI
OTHERS SEE DETAIL 6/PL7
MECHANICAL AND/OR PLUMBING
<< PI PSK >
1 FLOOR DRAINS POTABLE
CONTRACTOR (TYP)
1" ELECTRICAL CONDUIT FOR PS >
BY OTHERS WATER SUPPLY
SENSOR CABLE. SEE DETAIL 4/PL6 << PI
<< PI
PSK >
1 1 " STILLING WELL IN BOND PS > PS > PS >
2
2
BEAM FOR AUTO-FILL << PI << PI << PI
SENSOR. SEE DETAIL 4/PL6 PSK > PSK >
<< PI
PSK >
EYE WASH
<< PI
STATION BY
9
OTHERS
<< PI PSK >
8 SLOPE
PSK >
<< PI
TO DRAIN
2" COLLECTOR PIPE FROM
4
DECK DRAIN TO SUMP IN
<< PI
PSK >
PSK >
EQUIPMENT ROOM
<< PI
6
7
<< PI
PSK >
PSK >
<< PI
PSK >
<< PI
PSK >
PSK >
<< PI
PSK >
<< PI
PSK >
<< PI PSK >
EQUIPMENT ROOM LAYOUT PLAN
PSK >
<< PI
SCALE: 3/8" = 1'-0"
<< PI << PI << PI << PI << PI << PI << PI << PI << PI
CLEANOUT DESIGNED BY OTHERS
PSK > PSK > PSK > PSK > PSK > PSK > PSK > PSK > PSK >
INSTALLED BY MECHANICAL
AND/OR
PLUMBING CONTRACTORS (TYP)
POOL CALCULATIONS
AREA
450 SF
PIPING PLAN PERIMETER
90 LF DECK
DRAIN PLAN
VOLUME
13505 GAL
SCALE: 3/8" = 1'-0"
SCALE: 1/4" = 1'-0" 18405 35th Avenue NE Arlington, WA 98223
CHLORINE EQUIVALENCY
5.4 LBS/DAY
SIZE DESIGN FLOW
RECIRCULATION
FLOW
- 70 GPM
RATE
RECIRCULATION
TDH - 50 FT
MAIN DRAIN
25.9 SI EA 0.87FPS
Goldstream Venture Partners
RECIRCULATION
SUCTION
PIPE SIZE/FLOW
- 3" 3.18 FPS
TRUNK
LINE
RECIRCULATION
SUCTION
PIPE SIZE/FLOW
- 3" 3.18 FPS
DRAIN MANIFOLD
RECIRCULATION
SUCTION
PIPE SIZE/FLOW
- 2" 3.57 FPS
# Date: Description:
DRAIN MANIFOLD
BRANCH
#
SKIMMER
WEIR 8.5" EA 3.71 FPS
#
SKIMMER SUCTION
PIPE
#
SIZE/FLOW
- 3" 3.18 FPS
#
TRUNK
LINE
#
SKIMMER SUCTION
SIZE/FLOW
- 2" 3.57 FPS
Date: Feb 12, 2025
BRANCH
LINE
Project Number: 24059GSV
RECIRCULATION
RETURN NOTES:
Scale: SEE PLAN SHEET
PIPE SIZE/FLOW
- 3" 3.18 FPS
TRUNK
LINE 1. POOL: MAIN DRAIN AND MAIN DRAIN TRUNK
Drawn By: AC
RECIRCULATION
RETURN SIZE/FLOW DESIGNED FOR 100% OF MAX. SYSTEM
Checked By: MAZ
PIPE SIZE/FLOW
- 2" 3.57 FPS DESIGN FLOW; ACTUAL FLOW THROUGH MAIN
BRANCH
LINE DRAIN AND MAIN DRAIN TRUNK LINE WILL BE 10%
NORTH
PIPING PLAN, DECK DRAIN
NOTES:
OF SYSTEM DESIGN FLOW.
FILTER FLOW
RATE 4.91 SF 14.26 GPM/SF
PLAN, POOL DATA, PIPE
2. POOL: SKIMMER TRUNK PIPING BASED ON 100% OF
FITTING SCHEDULE
1 TURN OVER
TIME 3.22 HR SYSTEM DESIGN FLOW; SKIMMER WEIR FLOW
1. SLOPE FLOOR 4 IN. PER FT. TO FLOOR DRAINS
(SEE MECHANICAL PLANS FOR LOCATION.) FILL LINE
PIPE SIZE 2" SOURCE FLOW BASED ON 90% OF SYSTEM DESIGN FLOW; ACTUAL
2. POOL EQUIPMENT ROOM AND CHEMICAL
FLOW THROUGH SKIMMER AND SKIMMER TRUNK
PATRON
LOAD 30
STORAGE ROOMS BOTH SHALL BE LOCKABLE
LINE WILL BE 90% OF SYSTEM DESIGN FLOW.
PL5
AND SHALL REMAIN LOCKED AT ALL TIMES.
6" AIR GAP
1.75"
TYPICAL
4" VENT PIPE
4" POOL DECK DRAIN
6"
.84"
STAND PIPE
4" POOL BACKWASH
POOL BACKWASH LINE (SIZE
WASTE STAND PIPE
PER MANUFACTURER'S
FT M
3.15" RECOMMENDATIONS)
4" TEE
6" 4"
4.5 1.4
4" SANITARY
NO DIVING
FLOW
SEWER LINE
1.8"
NOTE:
6"x6" CERAMIC TILE OF CONTRASTING COLOR WITH 4" LETTERS.
NOTE: 1 1/2" PERIMETER
LETTERS SHALL BE SKID RESISTANT ON DECK AND SMOOTH AT
THERE SHALL BE NO GAP BETWEEN DECK DRAIN WASTE
FLOW
WATER LINE ON POOL WALL.
SECTIONS AND/OR THE DRAIN AND DECK
GREATER THAN 1/2". SUMP PIT/PUMP PROVIDED
AND INSTALLED BY OTHERS
Phone: 701.730.6370
PO Box 10836 ~ Fargo, ND 58106
1 DEPTH MARKER SCALE: NTS 23DECK DRAIN
SCALE: NTS POOL BACKWASH
/ SUMP SCALE: NTS
BACKFLOW
PREVENTOR
TO BE INSTALLED PER
BACKFLOW PREVENTOR
LOCAL
CODE BY PLUMBER
TO BE INSTALLED PER
LOCAL CODE BY PLUMBER
3/4" AUTOFILL LINE FROM BUILDING WATER
2" OVERHANG
TO POOL SEE SUPPLY BY PLUMBER
3/4" AUTOFILL/FILL
FORM AND
AUTOFILL DETAIL MANUAL BALL VALVE
LINE TO POOL
1 " 2 POUR COPING
3
5" 3" SCHED. 40 PVC PIPE
SENSOR PROBES MOUNTED SOLENOID VALVE
AIR GAP
IN STILLING WELL
1 1/2"x 3" SCHED. 40
6X6 WALL TILE
PVC PIPE
INCREASER/REDUCER
SEE POOL EQUIPMENT
PLASTER LAYER
SCHEMATIC FOR
1 1/2" SCHED. 40
INJECTION POINT
PVC PIPE
2'-0"
SEE PLAN FOR WALL
MIN. 4" CONCRETE
SIZE
SLAB BY OTHERS
LOW VOLTAGE
CABLE
18405 35th Avenue NE Arlington, WA 98223
4 POOL AUTOFILL DETAIL SCALE: NTS 5
TYPICAL COPING DETAIL SCALE: NTS 6
POOL FILL DETAIL SCALE: NTS
Goldstream Venture Partners
E DRAIN COVER BASIN FINISHED
4'-0" MINIMUM
TO 12 VAC
D FRAME ELEVATION
TRANSFORMER
C
POOL
4" USA: 4"
B
8"
STRUCTURE # Date: Description:
TO TOP
HYDROSTATIC RELIEF VALVE
OF LENS HYDROSTATIC
RELIEF VALVE
#
#
#
#
2" PIPE 2" PIPE
A
RIGID 1" CONDUIT
#
COLOR RING
NICHE SLEEVE:
AND GUNITE
3" PIPE
Date: Feb 12, 2025
2" PVC PIPE 15"
COVER
FOR GUNITE
Project Number: 24059GSV
NICHE ONLY NICHE SLEEVE
A. 2X2" SPECIFIED PIPE SIZE
Scale: SEE PLAN SHEET
B. 2.98" SUMP DEPTH
(CUT FLUSH TO
WALL BEFORE
3" PIPE TO F
C. 0.95" MINIMUM LEDGE DEPTH Drawn By: AC
RECIRCULATION PUMP
D. 0.2" MAXIMUM LEDGE WIDTH
PLASTERING)
Checked By: MAZ
E. 0.475" MINIMUM PIPE OFFSET
F. 16" MINIMUM LENGTH BEFORE REDUCTION DETAILS
FLOW RATING: 120 GPM
PL6
7 POOL LIGHT DETAIL SCALE: NTS 89MAIN DRAIN
BRANCH LINE SCALE: NTS POOL MAIN DRAIN SOFA REQUIREMENTS
SCALE: NTS
APPROX. WATER LEVEL COPING CONCRETE REINFORCING SCHEDULE ASTM
34" min. - 38" max.
6" x 6" CERAMIC TILE A615 GRADE 40
SCORED CONCRETE SLAB BY OTHERS, SOIL UP TO 65 PCF EFP
SEE CROSS SECTIONS HANDRAIL TO
BE INSTALLED TO ENSURE
T.O. DECK BEYOND SLOPE 1/4"/FT. FROM POOL EDGE
FOR STAIR DEPTHS AN UNOBSTRUCTED
SURFACE AREA OF
WALL WATER WALL HORIZ. VERT.
240 SI PER STEP (TYP)
HEIGHT HEIGHT THICKNESS STEEL STEEL
APPROX.
< 4'-6" < 4'-0" 10" 10" O.C. 1'-2"
COPING 1 WATER LEVEL 34" MIN.
- 38" MAX. @
10 "
BOND BREAK > 4'-6" > 4'-0" 10" 10" O.C. 7" O.C. *
2 CORNER
OF EACH STEP
3" CLR. TABLE NOTES
CONCRETE SLAB BY T.O. DECK
#4 @ 10" O.C. HORIZ.
6" x 6"
TYP. *VERTICAL STEEL CALLED OUT IN SCHEDULE REPRESENTS TOTAL STEEL
OTHERS, SLOPE 1/4"/FT.
REQUIREMENT AT WALL DEPTHS GREATER THAN 4'-6".
CERAMIC TILE
1. ALTERNATE STEEL REFERS TO EACH VERTICAL REBAR ADDED
FROM POOL EDGE
WALLS >4'-6" IN HEIGHT -
SCORED
TO EACH 14" GRID.
101" SEE CONC. REINF. 2. ALTERNATE BARS SHALL BE PLACED @ 7" O.C. WITHIN EACH
2 14" GRID.
SCHEDULE & NOTES,
3. ALTERNATE BARS MAY TERMINATE @ 2-1/2 FT FROM BELOW TOP OF
BOND BREAK
WALL.
R = 1'-0"
BASIN DEPTH 3'-6" TO 5'-6" WATER DEPTH 3'-0" TO 5'-0"
3"
#4 @ 1'-4" O.C.
CONC. REINFORCING BAR LAP
EACH WAY
3" MIN.
ALL VERTICAL BARS
SPLICE SCHEDULE
3" CLR.
SHALL EXTEND 2 FT INTO
SEE CROSS SECTIONS FOR STAIR HEIGHTS
8"
POOL FLOOR
SEE PLAN FOR
BAR
R = 1" TYP.
#4 @ 1'-2" O.C. SIZE F'C = 4000 PSI. F'C = 5000 PSI.
WALL SIZE
EACH WAY
#3 16" 14"
Phone: 701.730.6370
#4 20" 18"
PO Box 10836 ~ Fargo, ND 58106
10 POOL REINFORCEMENT SCALE: NTS 11
POOL STAIR REINFORCEMENT DETAIL SCALE: NTS 12 HANDRAIL INSTALLATION
DETAIL SCALE: NTS
POOL SKIMMER
POOL
SKIMMER COPING SEE PLAN COPING
HANDLE MUST BE
SEE PLAN MIN. 4" CONCRETE
SELF-CLOSING AND
SLAB BY OTHERS "
2"x2" POSTS SELF-LATCHING; TO BE
ADDTIONAL #4 DWL. DIAGONAL TO POOL WALL/BASIN MIN.
4" CONCRETE 4" MIN. 1 2 2
5' O.C. MAX. LOCKED WHEN NOT IN USE
SPAN ADJACTENT POOL WALL/BASIN SLAB
BY OTHERS 4"
TOP RAIL
REINF. SEE PLAN
#4 BENT. DWL.
REINF. @ EACH CORNER 2 -
#4 VERTS.
@ SKIMMER CONC. SKIMMER
2"x4"
W/ #4
TIES @
HOLDOUT PIER BEYOND
TOP
& BOT.
3" SQ. DOWEL
4
2'-0" VER. SEE PLAN FOR
@ 4" O.C. MAX.
SEE PLAN FOR
WALL SIZE 1 1/2" CLR.
TO RECIRCULATION
WALL SIZE
PUMP 2" PLUG
2"x2" POSTS
3" CLR.
5' O.C. MAX.
3" CLR.
VERT. SECTION FACE SECTION
1 1
TYP.
1'-62" 102"
3" x 2"
1'-4" MIN.
VER. "
4
2 - #4 VERTS. W/ #4 TIES 5'-0" MIN. PER LOCAL CODE 3 4
BOTTOM RAIL
@ TOP & BOT.
EQUIP.
1 1/2" CLR.
HOLDOUT
POOL SKIMMER
SEE PLAN
2"
2'-0" 3'-0" CLEAR
5'-0" MAX.
ANCHOR PER
10"
MANUFACTURER
OPAQUE SCREENING ON
2'-2" VER. 1'-6" VER.
GATE AND FOR A MIN. 18"
SEE PLAN FOR WALL
RADIUS ON LATCH SIDE TO
3" CLR. SIZE
PREVENT UNAUTHORIZED
U.O.N.
ACCESS FROM OUTSIDE
POOL AREA
HORIZ. SECTION
18405 35th Avenue NE Arlington, WA 98223
13 ADDTL. REINF. @ EQUIP. HOLDOUT SCALE: NTS 14
POOL SKIMMER SCALE: NTS 15
FENCE SCALE: NTS
Goldstream Venture Partners
# Date: Description:
#
#
#
#
#
Date: Feb 12, 2025
Project Number: 24059GSV
Scale: SEE PLAN SHEET
Drawn By: AC
Checked By: MAZ
DETAILS
PL7
16 NOT USED SCALE: NTS 17
NOT USED SCALE: NTS 18
NOT USED SCALE: NTS
Know what'sbelow.
Callbefore you dig.
Dial 811 GOLDSTREAM VENTURE PARTNERS
~
SD WYE#1
SCALE: 1"=20'
STORM DRAINAGE PLAN
SD WYE#2
Title:
SD WYE#3
SD WYE#4
SD WYE#5
SD WYE#6
GOLDSTREAM
18912 NE 168TH ST
VENTURE PARTNERS
WOODINVILE, WA 98072
SD WYE#7 SD WYE#8
For:
SD WYE#9 ~
SD WYE#10
SD WYE#11
~~
~~
22
22076
C6.0
CITY OF ARLINGTON
18204 59th Avenue NE, Arlington, WA 98223
INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551
BUILDING PERMIT
3527 183RD PL NE UNIT A Permit #: 6383
PERMIT EXPIRES 180 DAYS AFTER
Parcel #: 31052100200100
DATE OF ISSUANCE.
Scope of Work: Pool Construction Valuation: 174000.00
OWNER APPLICANT CONTRACTOR
GOLDSTREAM VENTURE Select DBC Select DBC, LLC
PARTNERS, LLC
18912 NE 168TH 4810 Point Fosdick Dr. - Ste 117 6396 SE Mullenix Rd
WOODINVILLE, WA 98072 Gig Harbor, WA 98335 Port Orchard, WA 98367
(360) 516 8694
LIC: SELECDL780NP EXP: 09/26/2026
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC #: EXP: LIC #: EXP:
JOB DESCRIPTION
PERMIT TYPE: POOL/SPA CODE YEAR: 2021
STORIES: 0 CONST. TYPE: VB
DWELLING UNITS: OCC GROUP: A-3; Assembly
BUILDINGS: 1 OCC LOAD:
PERMIT APPROVAL
The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any
other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the
Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice
or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is
authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or
any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or
decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or
on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or
federal law, or any order, proclamation, guidance or decision of the Governor.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK
AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE
STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND
ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN
MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return form and coded City of Arlington #3101.
6-5-25 06/05/2025
Applicant Signature Date Building Official Date
CONDITIONS
Cross connection is required after the meter before any branched connection. Pool system is a circulatory system and shall not be
drained to the city's sanitary sewer. Adhere to the approved plans. Approved plans shall be onsite for inspections. Call for
inspections.
The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property
owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or
community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities
before commencing construction. The property owner shall ensure that the construction project complies with all applicable design
review requirements.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS,
MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
06/05/2025 Web Only - Spa Private/Public Plan Review $1,378.05
06/05/2025 Processing/Technology $25.00
06/05/2025 Building Permit $2,120.08
06/05/2025 State Surcharge - Commercial $25.00
Total Due: $3,548.13
Total Payment: $3,548.13
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon
INSPECTION INFORMATION Pass/Fail
Date: 10/24/2025
Permit #: 6383
Permit Date: 02/21/2025
Review Date: 02/28/2025
Permit Type: POOL/SPA
Review Type: POOL/SPA
Target Date: 03/21/2025
Scheduled Time: 00:00
Completed Date: 03/17/2025
Description: see note
Review Status: Approved
Assigned To: PLANNING
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
Need to discuss w/ Amy: concern with reduction of open space that was counted around pool
03/06/2025 area and reconfiguration of dumpster area. - It did show this during the review for building
permits so way may have already reviewed.
03/17/2025 Matches approved civil
Property Information
Parcel#: 31052100200100 GOLDSTREAM VENTURE PARTNERS, LLC
GOLDSTREAM VENTURE PARTNERS, LLC 18912 NE 168TH
3527 183RD PL NE UNIT A WOODINVILLE, WA 98072
Zoning: 126 MULTI-FAMILY MKTLot: Block:
Date: 10/24/2025
Permit #: 6383
Permit Date: 02/21/2025
Review Date: 02/28/2025
Permit Type: POOL/SPA
Review Type: POOL/SPA
Target Date: 03/21/2025
Scheduled Time: 00:00
Completed Date: 03/03/2025
Description: Cross connection is required after the meter before any branched connection. Gus
Review Status: Approved with Conditions
Assigned To: PW-WAT-REV
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Notes
05/14/2025 Cross connection is required after the meter before any branched connection. Gus
Property Information
Parcel#: 31052100200100 GOLDSTREAM VENTURE PARTNERS, LLC
GOLDSTREAM VENTURE PARTNERS, LLC 18912 NE 168TH
3527 183RD PL NE UNIT A WOODINVILLE, WA 98072
Zoning: 126 MULTI-FAMILY MKTLot: Block:
Permit #: 6383
Permit Date: 02/21/25
Permit Type: POOL/SPA
Project Name: Goldstream
Applicant Name: Select DBC
Applicant Address: 4810 Point Fosdick Dr. - Ste 117
Applicant, City, State, Zip: Gig Harbor, WA 98335
Contact: Logan Roberts
Phone: (360) 516 8694
Email: logan@selectdbc.com
Scope of Work: Pool Construction
Valuation: 174000.00
Square Feet: 450
Number of Stories: 0
Construction Type: VB
Occupancy Group: A-3; Assembly
ID Code:
Permit Issued: 06/05/2025
Permit Expires: 12/02/2025
Form Permit Type: POOL/SPA
Status: COMPLETE
Assigned To: Kristin Foster
Property
Parcel # Address Legal Description Owner Name Owner Phone Zoning
GOLDSTREAM
126 MULTI-
31052100200100 3527 183RD PL NE UNIT A VENTURE
FAMILY MKT
PARTNERS, LLC
Contractors
Contractor Primary Contact Phone Address Contractor Type License License #
6396 SE Mullenix CONSTRUCTION
Select DBC, LLC L&I SELECDL780NP
Rd CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
09/26/2025 C20. POOL/SPA 09/29/2025 09/29/2025 BUILDING Corrections -
FINAL Needs
reinspection
C08. PLUMBING Plumbing not on test for Not
07/14/2025 07/15/2025 07/15/2025 BUILDING
ROUGH-IN inspection reschedule Completed
C03. Foundation and Rough
06/09/2025 06/10/2025 06/10/2025 BUILDING Approved
FOUNDATION/SLAB Plumbing
Plan Reviews
Date Review Type Description Assigned To Review Status
02/28/2025 POOL/SPA BUILDING Approved
Development
02/28/2025 POOL/SPA Approved
Services Manager
02/28/2025 POOL/SPA see note PLANNING Approved
02/28/2025 POOL/SPA No comments, KS & LT PW-ADMIN-GIS Approved
Please provide clearer engineered drawings of where the
05/15/2025 POOL/SPA pool water is discharging to. 5-19-25. Discharge of water PW-SEW-REV Pending Information
from a pool is not allowed to sanitary sewer. JW
Cross connection is required after the meter before any Approved with
02/28/2025 POOL/SPA PW-WAT-REV
branched connection. Gus Conditions
Fees
Fee Description Notes Amount
Web Only - Spa Private/Public Plan Review Enter 1 if permit is for pool/spa $1,378.05
Processing/Technology $25.00
Building Permit Table 4-1 $2,120.08
State Surcharge - Commercial Commercial Only $25.00
Total $3,548.13
Attached Letters
Date Letter Description
06/05/2025 Building Permit
02/21/2025 Web Form - Building Application
Payments
Date Paid By Description Payment Type Accepted By Amount
XBP Conf:
02/21/2025 $1,378.05
223859475
XBP Conf:
06/05/2025 $2,170.08
233382959
Outstanding Balance $0.00
Notes
Date Note Created By:
OK to issue per KO per site visit to inspect the pool drainage system. It is a circulatory type of
06/05/2025 Kristin Foster
system.
05/14/2025 Emailed sewer's comment Kristin Foster
05/14/2025 Resubmittal received. Kristin Foster
Uploaded Files
Date File Name
05/15/2025 25973772-20250514_BLD6383_PoolDischarge.pdf
02/28/2025 24731112-20250221_BLD6383_Plans.pdf
02/28/2025 24731111-20250221_BLD6383_Application.pdf