Building 207 and Pool Plans.pdf
PDF 846 KB Posted
- Attached to
- REPAIR SWIMMING POOL AND FACILITY 207
- Solicitation number
- W50S6Q21B0007
- Issued by
-
Department of the Army National Guard
About this file
This document provides details for an invitation for bid for repair services at a National Guard facility. The 188th Wing of the Arkansas Air National Guard is seeking a contractor to repair its swimming pool and associated facilities at its Fort Smith, Arkansas location. Services required include demolition of existing structures, installation of new plumbing, replacement of the pool and decking area. The contract duration is 210 days with a total estimated value between $100,000 and $250,000. The NAICS code is 238990 and bids are solicited on an unrestricted basis. The pre-bid conference is scheduled for September 2nd, 2021 with bids due by September 21st, 2021. The solicitation and drawings can be found on beta.sam.gov where interested parties must register to access project details. The place of performance is Fort Smith, Arkansas and the contracting agency is the Department of the Army National Guard.
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Other files
| File | Type | Posted |
|---|---|---|
| OF 1419 Abstract of Offers Signed.pdf | ||
| bid open sign in.pdf | ||
| W50S6Q21B0007 AMENDMENT 0001.pdf | ||
| W50S6Q21B0007 SOLICITATION.pdf |
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Text version
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DEMOLITION PLAN
GENERAL NOTES:
1. CONTRACTOR IS TO DEMO ALL CONCRETE SURROUNDING THE MAIN POOL
AND KIDDIE POOL AREA TO THE EXISTING EXPANSION JOINT THAT SEPARATES
THE POOL AREA FROM THE MAIN FACILITY CONCRETE PAD.
2. CONTRACTOR IS TO DEMO EXISTING CHAINLINK FENCE SURROUNDING POOL
AREA.
3. CONTRACTOR IS TO REMOVE ALL SANITARY SEWER AND DRAIN LINES
LEADING FROM THE POOLS AND PUMP HOUSE AREA.
4. CONTRACTOR IS TO REMOVE THE WATER SERVICE LINES FROM THE METER
PIT TO POOL AND/OR PUMP HOUSE.
5. CONTRACTOR IS TO DEMO THE MAIN POOL AND KIDDIE POOL ENTIRELY.
6. CONTRACTOR IS TO REMOVE ALL EXISTING PUMPS, FILTERS, AND PIPING
PERTAINING TO THE POOL.
DEMO AREA
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EXISTING 72,000 GALLON POOL
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DEMO EXISTING FENCE
AutoCAD SHX Text DEMO SEWER CONNECTION TO TANGENT CONNECTION TO ALLOW FOR NEW DRAIN TO BE CONNECTED
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DEMO EXISTING FENCE
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DEMO EXISTING FENCE
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DEMO EXISTING FENCE
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REMOVE AND REPLACE LIGHT POLE
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REMOVE AND REPLACE LIGHT POLE
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DEMO AND REUSE ELECTRICAL PANEL
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SITE PLAN - PROPOSED POOL LOCATION
ISOMETRIC OF PROPOSED POOL
GENERAL NOTES:
1. CONTRACTOR IS INSTALL ALL FILL LINES AND DRAIN LINES WITH CLASS 200 PIPE.
2. FIRE DEPT WILL USE DRAFTING TO BE ABLE TO DRAIN THE POOL. ENTIRE PIPE SYSTEM WILL NEED TO BE
ABLE TO WITHSTAND THE PROCESS. PIPE NETWORK WILL BE REQUIRED TO BE AIR TESTED TO ENSURE
SYSTEM IS TIGHT AND FREE OF LEAKS.
3. MAIN DRAIN TRUNK LINE WILL 6" DIA MINIMUM. POOL PUMP TO BE SIZED ACCORDINGLY AND AS PER MANUFACTURER SPECIFICATIONS. THERE IS APPROXIMATELY 200 LFT OF PIPE TO BE USED FOR THE DRAIN LINE SYSTEM. SKIMMER BOXES TO ATTACH TO DRAIN SYSTEM AS PER MANUFACTURER SPECIFICATIONS.
4. NEW WATER SERVICE CONNECTION NEEDS TO BE ON THE CUSTOMER SIDE OF THE METER. THIS CONNECTION WILL BE MADE OUTSIDE OF THE BUILDING. RELOCATE METER IF NECESSARY AND REPAIR
ALL DISTURBED LANDSCAPING.
5. NEW EXTERIOR LIGHTS WILL BE MOUNTED AT 20 FEET ABOVE FINISH GRADE OF NEW CONCRETE PAD. A 6
FT MOUNTING ARM WITH AN LED COBRA STYLE FIXTURE WILL BE USED AT BOTH LOCATIONS.
6. ALL NEW CONCRETE AND POOL FINISH ELEVATIONS WILL MATCH WHAT THE EXISTING ELEVATIONS WERE.
THIS IS TO ENSURE THAT TRANSITION AREAS MATCH TO EXISTING CONCRETE AND BUILDING FINISH
ELEVATIONS.
7. CONCRETE FINISH MUST BE A NON-SLIP BROOMED SURFACE. ENSURE SLOPE OF NEW CONCRETE IS AWAY
FROM POOL.
8. NEW FENCE WILL BE LOCATED WHERE THE EXISTING FENCE WAS LOCATED
9. POOL SHELL MUST BE WATER TIGHT WHEN FULL OR PARTIALLY FULL. BONDING CAGE MUST BE
GROUNDED AND CONTRACTOR MUST ENSURE ADEQUATE COVERAGE IS MET.
10. INTERNAL SURFACE OF THE FLOOR AND WALLS MUST BE FINISHED SMOOTH
11. VINYL LINER TO BE INSTALLED ON TOP OF SHELL PER MANUFACTURER SPECIFICATIONS.
12. INSTALL LADDERS, SKIMMERS, AND FILL LINES AS PER MANUFACTURER SPECIFICATIONS
13. THE DEPTH OF WATER IN THE POOL, PARTICULARLY CHANGES IN DEPTH MUST BE CLEARLY MARKED ON
BOTH LONG SIDES OF THE POOL AND AT APPROPRIATE LOCATIONS. DEPTH IDENTIFIERS NEED TO BE CLEARLY IDENTIFIED TO PERSONS USING THE POOL AS WELL AS TO THOSE INTENDING TO ENTER THE POOL.
14. ALL CONCRETE USED FOR THE POOL SHOULD HAVE A MINIMUM STRENGTH OF 5,080 PSI WITH A W/C RATIO OF 0.50. AGGREGATE SHOULD BE A MAX SIZE OF 58" AND WELL GRADED. MAX SLUMP OF 3". MEAN AIR CONTENT 5.5% BY VOLUME. FLOOR AND WALLS WILL BE A MINIMUM THICKNESS OF 10". BAR SPACING WILL BE 12" O.C. #4 BAR WILL HAVE 2" MINIMUM COVER. SLAB WILL BE SEPARATED FROM THE SUB-BASE BY 2 LAYERS OF1000 GAUGE POLYTHENE SHEETING. COMPACTED SUB-BASE WILL BE A MINIMUM OF 4"
15. CURING SHOULD BE COMMENCED AS SOON AS POSSIBLE AFTER FINISHING IS COMPLETE AND THE SURFACE
OF THE CONCRETE SHOULD BE PROTECTED FROM HOT SUN AND STRONG WINDS.
16. CONTRACTOR WILL PROVIDE 3RD PARTY TESTING FOR CONCRETE ANALYSIS.
17. CONTRACTOR WILL BE REQUIRED TO PERFORM A LEAKAGE TEST PRIOR TO BACKFILLING OF THE POOL
WALLS. ONCE THE POOL SHELL HAS PASSED THE SHELL TEST IT CAN BE EMPTIED BUT THE SHELL MUST BE
ALLOWED TO DRY OUT BEFORE FINISHING ARE APPLIED.
EXPANSION JOINT IN FLOOR SLAB EXPANSION JOINT IN WALL
CONTRACTION JOINT IN FLOOR SLAB
PIPE THROUGH WALL
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KIDDIE POOL AREA 1.5FT DEPTH
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NEW PUMP HOUSE
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3FT DEPTH
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5FT DEPTH
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7FT DEPTH
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9FT DEPTH
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7FT DEPTH
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DIVING BOARD
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DRAIN LINES
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DRAIN LINES
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FILL LINES
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FILL LINES
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FILL LINES
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POOL DRAIN
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NEW PROPOSED SEWER CONNECTION
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NEW PROPOSED 2" WATER SERVICE FOR POOL
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INSTALL CLEAN OUT
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FIRE DEPT HOOK UP TO USE POOL AS AN EMERGENCY WATER SUPPLY
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INSTALL NEW EXTERIOR LIGHT
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INSTALL NEW 4' TALL CHAIN LINK FENCE WHERE OLD FENCE WAS LOCATED
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INSTALL NEW 4" THICK CONCRETE PAD AROUND POOL
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2" ELECTRICAL CONDUIT WITH #6 WIRE 48 LFT
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2" WATER SERVICE 105 LFT
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2" FIRE HOSE CONNECTION TO FILL POOL
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DO NOT DISTURB EXISTING ELECTRICAL
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RELOCATE EXISTING POWER AND PANEL TO NEW PUMP HOUSE LOCATION
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INSTALL LADDER
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SEALANT
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WATER STOP
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FILLER
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JOINT NOT TO EXCEED "58"
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SEALANT
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WATER STOP
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FILLER
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JOINT NOT TO EXCEED "58"
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SEALANT
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WATER STOP
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2 SHEETS OF 1000 GAUGE POLY
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COMPACTED SUB-BASE
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2 SHEETS OF 1000 GAUGE POLY
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COMPACTED SUB-BASE
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WALL
AutoCAD SHX Text PIPE NEEDS TO BE ROUGHENED UP OR SLEEVED WITH GALVANIZED STEEL TO ENSURE BOND AND WATER TIGHT
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RESIN BED
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FLANGE
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FACILITY 207
GENERAL NOTES:
1. CONTRACTOR IS TO DEMO ALL EXISTING PLUMBING FIXTURES AND PIPE.
2. CONTRACTOR WILL INSTALL ALL APPROX 150 LFT OF NEW PEX WITH
MANIFOLD SYSTEM AND SURFACE MOUNT TO EXISTING WALLS. PEX WILL BE
ANCHORED EVERY 3 FEET AND WILL BE INSULATED.
AutoCAD SHX Text INSTALL NEW 80 GALLON ELECTRIC WATER HEATER. VERIFY ELECTRICAL CIRCUIT IS SUFFICIENT PRIOR TO INSTALL
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INSTALL ALL NEW PLUMBING FIXTURES TO REPLACE THE ONES THAT WERE DAMAGED
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RUN NEW PEX LINE TO ICE MAKER. DO NOT DISTURB THE EXISTING ICE MAKER
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INSTALL NEW MIXING VALVE
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INSTALL NEW PEX MANIFOLD ABOVE BUILDING SHUTOFF
INSTALL NEW " HOSE BIB58" HOSE BIB
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