HomeMy WebLinkAboutBID - 8273 EPIC PUMP ROOM & POOL RENOVATION (2)8273 EPIC Pump Room & Pool Renovations: Addendum 2
ADDENDUM NO. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of BID 8273: EPIC Pump Room & Pool Renovations
OPENING DATE: 3:00 PM (Our Clock) April 15, 2016
To all prospective bidders under the specifications and contract documents described above,
the following changes/additions are hereby made and detailed in the following sections of this
addendum:
EXHIBIT 1 – Revised Bid Schedule
EXHBIT 2 – Clarifications, Questions & Answers
EXHIBIT 3 – Revised Specifications
EXHIBIT 4 – Asbestos Report
EXHIBIT 5 – Lead Demo Plan
Please contact Elliot Dale, Buyer at (970) 221-6777 with any questions regarding this
addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
8273 EPIC Pump Room & Pool Renovations: Addendum 2
EXHIBIT 1 – REVISED BID SCHEDULE
9. BID SCHEDULE (Base Bid)
1. MISC. ITEMS:
1. Pump room re-piping & re-configuration.
2. Chlorine System
a) Existing gas chlorine system will be converted to liquid bleach.
3. New doors to be installed per plans & spec’s.
4. Install access hatch to south plenum area.
a) Hatch to be located at southwest corner of lap pool.
5. Emergency shower and eyewash per plans & spec’s.
6. Raise the 1-Meter diving boards.
7. New depth markers per plans & spec’s.
8. New pipe hangers throughout.
9. New electrical throughout.
10. Permit Fees. The contractor will be required pull any and all permit fees through an
at-the-counter application at the Building Department.
11. Raise competition pool surge tank walls and catwalk.
12. Add door curbs.
13. Brick/Masonry patching/replacement associated with exterior door widening.
14. Removal and replacement of all electrical conduit.
15. Install new acid containment enclosure.
16. Install motorized ball valves at all heat exchanger bypass loops.
17. Survey existing pool elevations, depths and surge tank rim.
18. Install new air compressor system to be used by each filter.
2. LAP POOL
1. Replace Gutter & Plumbing
a) Demo Existing Gutter
• Demo of existing gutter to prepare for the new gutter system
• Removal of a portion of the deck to access plumbing
b) New Gutter
c) Re-plumb Plumbing from Gutter to Tank
• Circulation of pool supply line and dropout lines back to tank
• Core drill for new plumbing in gutter system and pool return inlets
d) Tile work per plans & spec’s.
e) Provide Valves to Balance Tank
• Provide float, drain, and tank valves with fittings
2. Pool Bulkheads – Two Total
a) Replace existing per plans/spec’s.
3. Re-plumbing of Circulation Lines
a) Re-plumb plumbing from tank/return line in equipment room with fittings and
valves
4. New Regenerative Filter – Filter Already Purchased by the City of Fort Collins
a) Neptune Benson filter, plumbing, compressor, valves, and controls
8273 EPIC Pump Room & Pool Renovations: Addendum 2
b) Contractor will be responsible to move the existing filter from the City of Fort
Collins warehouse at 518 N. Loomis to the pump room and install.
5. Replace heat exchanger plumbing loop.
6. Pressure test existing main drain plumbing.
7. Refinish handrails and grab rails as noted in plans.
8. Install new autofill system.
9. Install new UV system.
10. Install new CO2 system.
11. Install new VFD.
12. Install new chemical controller.
13. Install new filter backwash pumps.
14. Install new circulation pumps.
15. Install new strainers.
3. THERAPY POOL
1. Re-plumbing Circulation Lines
a) Re-plumb plumbing from tank to return line in equipment room with fittings
and valves
2. Regenerative Filter
a) Re-use existing filter
3. Pressure test all existing main drain plumbing.
4. Refinish handrails.
5. Install new autofill system.
6. Install new CO2 system.
7. Install new VFD.
8. Install new chemical controller.
9. Install new filter backwash pumps.
10. Install new circulation pumps.
11. Install new strainers.
4. KIDS POOL
1. Re-plumbing Circulation Lines
a) Re-plumb plumbing from tank to return line in equipment room with fittings
and valves
2. New Regenerative Filter - Filter Already Purchased by the City of Fort Collins
a) Neptune Benson filter, plumbing, compressor, valves, and controls
b) Contractor will be responsible to move the existing filter from the City of Fort
Collins warehouse at 518 N. Loomis to the pump room and install.
3. Pressure test all existing main drain plumbing.
4. Refinish handrails.
5. Install new CO2 system.
6. Install new VFD.
7. Install new chemical controller.
8. Install new filter backwash pumps.
9. Install new circulation pumps.
10. Install new strainers.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
BID SCHEDULE (BASE BID)
LUMP SUM BASE BID $________________________
IN WORDS:________________________________________________________
ADD/ALTERNATES:
AWARD OF THE CONTRACT IS BASED ON THE BASE BID OR AT THE CITY’S
SOLE OPTION IN THE EVENT THE CITY ELECTS TO INCLUDE ANY OF THE
ALTERNATES LISTED BELOW TO THE LOWEST QUALIFIED RESPONSIVE AND
RESPONSIBLE BIDDER BASED ON THE CUMULATIVE TOTAL OF THE BASE BID
AND ALL SELECTED ALTERNATES.
SCHEDULE OF ALTERNATES
• Alternate No. 1: Replace Heat Exchanger Copper
− Base Bid: No changes to existing equipment.
− Alternate: Provide new copper components both
TO and FROM the pool's heat exchanger.
$______________ lump sum
• Alternate No. 2: Additional Backstroke Flags
− Base Bid: No changes to existing layout.
− Alternate: Provide new backstroke flag anchors,
stanchions, and flags at the 5 yard mark for short
course configurations.
$______________ lump sum
• Alternate No. 3: Line and Target Deep End
− Base Bid: No changes to existing layout.
− Alternate: Provide additional lane markings and
targets in the deep end of the competition pool.
$______________ lump sum
• Alternate No. 4: New Starting Blocks
− Base Bid: No changes to existing equipment.
− Alternate: Replace existing starting blocks with
new, add additional blocks as needed to match the
number of lanes installed.
$______________ lump sum
• Alternate No. 5: New Rope Anchors
− Base Bid: No changes to existing equipment.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
− Alternate: Provide new rope anchors where
additional lane marking is provided.
$______________ lump sum
• Alternate No. 6: Kid's Pool UV
− Base Bid: No changes to the equipment shown.
− Alternate: Provide new UV system for the Kid's
Pool.
$______________ lump sum
• Alternate No. 7: Therapy Pool UV
− Base Bid: No changes to the equipment shown.
− Alternate: Provide new UV system for the Therapy
Pool.
$______________ lump sum
• Alternate No. 8: Painted Lines in lieu of Tile
− Base Bid: Provide short course tile lane markers as
designed.
− Alternate: Paint short course lane markers.
$______________ lump sum
• Alternate No.9: Competition Pool Bottom Tile
− Base Bid: Existing tile finish to remain.
− Alternate: Remove existing tile finish and thick set
throughout pool. Brown coat all surfaces to
rebuild wall depth. Re-finish pool with new 1"x1"
non-slip tile. Replace end wall targets and racing
lanes in existing locations. Provide new depth
markers on deck and waterline at locations shown
in plan.
$______________ lump sum
• Alternate No. 10: Kid's Pool Bottom Tile
− Base Bid: Existing tile finish to remain.
− Alternate: Remove existing tile finish and thick set
throughout pool. Brown coat all surfaces to
rebuild wall depth. Re-finish pool with new 1"x1"
non-slip tile. Provide new depth markers on deck
and waterline at locations shown in plan.
$______________ lump sum
• Alternate No.11: Therapy Pool Bottom Tile
− Base Bid: Existing tile finish to remain.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
− Alternate: Remove existing tile finish and thick set
throughout pool. Brown coat all surfaces to
rebuild wall depth. Re-finish pool with new 1"x1"
non-slip tile. Provide new depth markers on deck
and waterline at locations shown in plan.
$______________ lump sum
• Alternate No. 12: Replace Pool Deck Tile
− Base Bid: Protect existing pool deck tile to remain and
patch/replace to match existing at areas disturbed by
trenching for pool plumbing replacement per 09 3013;
coordinate all work with general contractor's abatement
schedule.
− Alternate: Replace existing pool deck tile with new
12"x24" porcelain tile as indicated in Architectural
drawings and specifications; refer to 09 3013.
Coordinate all work with general contractor's
abatement schedule.
$______________ lump sum
• Alternate No. 13: Natatorium Repainting
− Base Bid: No changes to existing surfaces.
− Alternate: Repaint the two accent colors on the
first eleven courses (from deck elevation to +88")
along all CMU walls and columns throughout the
natatorium with two new accent colors to be
chosen by the owner. Refer to section 09 9123.
$______________ lump sum
• Alternate No. 14: Mechanical Room Floor
− Base Bid: No changes to existing surface.
− Alternate: Apply new paints/coatings to the
mechanical room floor per section 09 9123.
$______________ lump sum
• Alternate No. 15: Mechanical Room Paint
− Base Bid: No changes to existing surfaces.
− Alternate: Patch and repair all mechanical room
walls and ceiling, prime and paint the walls and
ceiling throughout the mechanical room per
section 09 9123.
$______________ lump sum
• Alternate No. 16: Painted Metal
8273 EPIC Pump Room & Pool Renovations: Addendum 2
− Base Bid: No changes to existing materials
− Alternate: Prime and paint all exposed metal
guardrails, doors, jambs, exposed structural
beams, and miscellaneous metals in the pool
mechanical room with paints and coatings as
specified in 09 9123 & 09 9600.
$______________ lump sum
• Alternate No. 17: Electrical Conduit
− Base Bid: No changes to existing electrical not
indicated for replacement as part of pool mechanical
scope.
− Alternate: Replace all electrical wiring and conduit
in the pool mechanical room that is not addressed
as part of the remodel.
$______________ lump sum
• Alternate No. 18: Exterior Door Access Control
− Base Bid: No modifications to existing mechanical
room access control.
− Alternate: Provide "Continental Access" key card
access system on the existing set of double
exterior mechanical room doors and at single
exterior
Chemical Room door.
$______________ lump sum
• Alternate No. 19: Stair Replacement
− Base Bid: No modifications to existing stairs.
− Alternate: Remove and replace existing concrete
filled metal pan stair treads and risers with same
per 05 5113. Paint new stair construction as well
as existing handrails per 09 9123; or apply coatings
per 09 9600 if alternate 'Painted Metal' accepted.
$______________ lump sum
• Alternate No. 20: Bleacher Tile
− Base Bid: No modifications to existing bleacher
landing.
− Alternate: Remove existing VCT at the bottom aisle
at the base of the bleachers; coordinate w/ general
contractor's abatement schedule prior to starting
replacement. Tile and grout to match pool deck tile
per 09 3013.
$______________ lump sum
8273 EPIC Pump Room & Pool Renovations: Addendum 2
• Alternate No. 21: Surge Pit Repair
− Base Bid: No modifications to existing Surge Pit.
− Alternate: Fix crack in existing Surge Pit and
refinish all interior surfaces with cementitious
waterproofing per 13 1109.
$______________ lump sum
• Alternate No. 22: Suspended Grid Ceiling
− Base Bid: No modifications to existing suspended
ceiling above Therapy and Kids Pools.
− Alternate: Remove existing ceiling grid and ceiling
tiles located above the Therapy and Kids Pools and
replace with new per specification section 09 5123.
$______________ lump sum
• Alternate No. 24: Therapy Pool Finish
− Base Bid: Existing tile finish to remain.
− Alternate: Remove existing tile finish and thick set
throughout pool and gutter. Brown coat all
surfaces to rebuild wall depth. Re-finish pool with
new plaster finish. Provide new depth markers on
deck and waterline at locations shown in plan.
$______________ lump sum
• Alternate No. 25: Kids Pool Finish
− Base Bid: Existing tile finish to remain.
− Alternate: Remove existing tile finish and thick set
throughout pool. Brown coat all surfaces to
rebuild wall depth. Refinish pool with new plaster
finish. Provide new depth markers on deck and
waterline at locations shown in plan.
$______________ lump sum
• Alternate No. 26: Pool Grout
− Base Bid: Existing tile finish to remain.
− Alternate: Acid wash existing tile with stiff nylon
brush and 10% acid mixture throughout pool and
gutter. Re-grout with white Laticrete Spectraguard
Pro premium epoxy grout.
$______________ lump sum
• Alternate No. 27: Pool Mechanical Rm Lighting Replacement
− Base Bid: Existing flourescent lighting fixtures to
remain.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
− Alternate 27a: Replace light fixtures with linear
LED IP-65 rated heavy industrial low bay lighting
fixtures; UL 1598 & UL 8750 compliant. Utilize
existing circuitry, wiring, junction boxes, and
switching. New fixtures to be surface mounted or
suspended to match configuration of existing
lighting.
$______________ lump sum
Alternate 27b: Basis-of-Design Product: Albeo
ALR1-series LED Luminaire
Unit Characteristics: 4 ft fixture length
Light Characteristics: CCT 4000K, CRI 69+, non-
dimming
Electrical: new fixtures to be configured so
compatible with existing voltage, circuitry, wiring,
junction boxes, and switching to remain.
$______________ lump sum
• Alternate No. 28: Abatement Cost - Removal of deck tile for base bid pool plumbing
work
− Base Bid: Not Applicable
− Alternate: Provide abatement pricing associated
with removing existing pool deck tile as required
for slab removal and trenching to accommodate
pool plumbing improvements.
$______________ s.f.
• Alternate No. 29: Abatement Cost - Removal of remaining deck tile not addressed under
Alternate #28 for base bid pool plumbing work.
− Base Bid: Existing deck tile not affected by base bid
pool plumbing improvements to remain in place.
− Alternate: Provide abatement pricing associated
with removal of the balance of existing pool deck
tile not associated with base bid pool plumbing
improvements.
$______________ s.f.
• Alternate No. 30: Abatement Cost - Removal of existing Competition Pool tile
− Base Bid: Existing Competition Pool 1x1 tile to remain
in place.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
− Alternate: Provide abatement pricing associated
with the removal of all Competition Pool surfacing
tile (sides and bottoms).
$______________ s.f.
• Alternate No. 31: Abatement Cost - Removal of existing Therapy & Kid's Pool tile
− Base Bid: Existing Therapy Pool and Kid's Pool 1x1
tile to remain in place.
− Alternate: Provide abatement pricing associated
with the removal of all Therapy Pool and Kid's Pool
surfacing tile (sides and bottoms).
$______________ s.f.
• Alternate No. 32: Alternate Bulkhead
− Base Bid: Existing Therapy Pool and Kid's Pool 1x1
tile to remain in place.
− Alternate: Provide an alternate bulkhead system.
One that will follow the plans and spec’s in size,
shape, quantity, & capability.
$_____________ Lump Sum
8273 EPIC Pump Room & Pool Renovations: Addendum 2
EXHIBIT 2 – CLARIFICATIONS, QUESTIONS & ANSWERS
General Comments
- Any damage caused to the building, parking lot, & landscaping through access to the
building will be at the contractor’s expense to repair the damaged area to existing
conditions before the damage.
- Revise the following Add/Alternates #28, 29, 30, & 31. Wording will stay the same for
each add/alternate but provide a square foot price instead of a lump sum price for
Add/Alternates #28, 29, 30, & 31.
Questions & Answers:
1. Can we use the pool contractor to remove, store, install, & certify the diving boards instead
of coordinating this work through Diving Board Solutions?
A. That is fine as long as the boards are installed & certified at standard heights.
2. Who will drain the pools and at who’s expense?
A. The City of Fort Collins will drain and fill the pools and it will be at the City’s
expense.
3. Please correct Section 13 of the bid spec’s to reflect the current project.
A. Please see attached revised bid specs.
4. Is the City of Fort Collins open to other bulkhead options?
A. Yes. The contractor may submit other bulkhead options, with pricing, as part of
the bid process through an add/alternate but the contractor’s base bid is to be
per the plans & specs for the bulkheads. Price and ease of moving the
bulkheads will be considered.
5. Building Permit: The documents require the contractor to obtain a building permit but it does
not say if we have to pay for it, usually the city doesn’t charge itself, correct? Does the
contractor have to pay for a building permit?
A. The City of Fort Collins will be charged a permit fee for this project. The
contractor is responsible for coordinating and pulling a building permit
accordingly. This coordination will require a charge number from the project’s
City of Fort Collins project manager which will be provided when the permit is
being pulled at the counter.
6. Has the VCT tile located in the upper seating area been tested for asbestos?
A. Yes. Please see the attached results. There was no asbestos detected.
7. Please clarify which 1”x1” tile contains the lead coating.
A. The darker blue color located in the color band around the pools contains the
lead. Please reference the attached redlined drawing DP-1, pictures, and
revised add/alternate for the scope of work.
8273 EPIC Pump Room & Pool Renovations: Addendum 2
8. Would the City of Fort Collins be willing to look at expanding the south set of double doors
into the pool area in order to allow a bigger mini-excavator in?
A. The City of Fort Collins would be willing to do this if the contractor would pay
for the work and the structural engineer to design the scope of work. The
opening would need to be structurally sound and able to lock with double
doors similar to existing conditions.
ADDENDUM NO: 02
Date Issued: March 30, 2016
Re: EPIC Pool Renovations
Construction Documents, Dated March 11, 2016
Architect’s Project No. 15809.00
This Addendum is part of the construction Documents and contains additions, deletions,
changes, and clarifications to Construction Documents dated March 11, 2016. Items
noted herein shall be included in the Work and all bids submitted. Bidders shall acknowledge
receipt of this Addendum in their bid.
Specifications:
ADD. #02-1. Div 13 Special Construction specifications: Replacing specification
sections previously provided under Div 13, which included an incorrect
project name “Boardman Recreation Center” in the footer. Sections
being replaced now match formatting of all other specs and only show
the section name & number in the footer. Sections being replaced
include the following and are attached as (1) compiled pdf:
- 13 1100 – SP General Requirements
- 13 1101 – SP Excavation
- 13 1102 – SP Concrete
- 13 1103 – SP Shotcrete
- 13 1104 – Ceramic Tile
- 13 1105 – SP Plaster
- 13 1106 – SP Equipment
- 13 1107 – SP Mechanical
- 13 1108 – SP Electrical
- 13 1109 – SP Waterproofing
- 13 1110 – SP Bulkhead
Attachments:
DIVISION 13 – Special Construction (compiled pdf of individual sections listed above)
END OF ADDENDUM NO. 02
EXHIBIT 3 - REVISED SPECIFICATIONS
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 1
SECTION 13 1100 - SWIMMING POOL GENERAL REQUIREMENTS
PART 1 - GENERAL
1.1 WORK INCLUDED
A. The scope of the work included under this Section of the Specifications shall include
swimming pool(s) as illustrated on the Drawings and specified herein. The General and
Supplementary Conditions of the Specifications shall form a part and be included under
this Section of the Specifications. The Swimming Pool Subcontractor shall provide all
supervision, labor, material, equipment, machinery, plant and any and all other items
necessary to complete the work. ALL OF THE WORK IN SECTIONS 13 1100 - 13 1109
IS TO BE THE RESPONSIBILITY OF ONE EXPERIENCED SWIMMING POOL
SUBCONTRACTOR PRIMARILY ENGAGED IN THE CONSTRUCTION OF
COMMERCIAL PUBLIC-USE SWIMMING POOLS. A SWIMMING POOL
SUBCONTRACTOR SHALL BE CONSIDERED PRIMARILY ENGAGED AS REQUIRED
HEREIN IF THE SUBCONTRACTOR DERIVED 50% OF ITS ANNUAL REVENUE
FROM PUBLIC-USE SWIMMING POOL CONSTRUCTION FOR EACH OF THE LAST
FIVE YEARS. THE SUBCONTRACTOR MUST HAVE ALSO, IN THE LAST FIVE
YEARS CONSTRUCTED AT LEAST FIVE (5) COMMERCIALLY DESIGNED
MUNICIPAL AND PUBLIC-USE SWIMMING POOLS, EACH OF WHICH SHALL HAVE
INCORPORATED A MINIMUM SIZE OF 6,000 SQUARE FEET OF WATER SURFACE
AREA WITH A CONCRETE AND CERAMIC TILE PERIMETER OVERFLOW GUTTER
AND SELF-MODULATING BALANCE TANK. The Swimming Pool Subcontractor shall
furnish and install the swimming pool structures, finishes, cantilever forming, swimming
pool mechanical and electrical systems, and all accessories necessary for a complete,
functional swimming pool system, as herein described. Work shall include start-up,
instruction of Owner’s personnel, as-built drawings and warranties as required.
1.2 CODES, RULES, PERMITS, FEES
A. The swimming pools shall be constructed in strict accordance with the applicable
provisions set forth by authorities having jurisdiction over swimming pool construction and
operation in the State of Colorado.
B. The Swimming Pool Subcontractor shall give all necessary notices, obtain all permits,
and pay all government sales taxes, fees, and other costs in connection with his work; file
all necessary plans, prepare all documents and obtain all necessary approvals of
governmental departments having jurisdiction; obtain all required certificates of inspection
for his work and deliver same to the Designated Representative before request for
acceptance and final payment for the work.
C. The Swimming Pool Subcontractor shall include in the work any labor, materials,
services, apparatus, or drawings in order to comply with all applicable laws, ordinances,
rules and regulations, whether or not shown on Drawings and/or specified.
D. The Contractor shall submit all required documents and materials to all Governmental
Departments having jurisdiction for any deferred approval items or substituted materials
or products to obtain final approval to installation.
1.3 DESCRIPTION OF WORK
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 2
A. Furnish and perform supervision, coordination, all layout, formwork, excavation, hand
trim, disposing off-site of all unused material or debris to complete the swimming pool
excavation to the dimensions shown on the plans.
B. Furnish and install complete swimming pool structures, including reinforcing steel and
cast-in-place or pneumatically placed concrete walls and floors.
C. Furnish and install swimming pool finishes, including ceramic tile and marble plaster or
other waterproof finishes.
D. Furnish and install complete swimming pool mechanical system(s), including, but not
limited to, circulation systems, filtration systems, pool water heating systems, water
chemistry control systems, domestic water fill line systems, booster pump and special
effects systems, and all pumps, piping, valves, and connections between system(s) and
swimming pool(s).
E. Furnish and install complete swimming pool electrical system(s) from P.O.C. in
Mechanical Room, including, but not limited to, underwater lighting systems, water level
control systems, timing systems, scoreboards, special effects systems, control circuitry,
motor starters, time clocks, bonding, and all conduits, conductors, contactors, and
switches between the system(s) and swimming pool(s).
F. Furnish and install all swimming pool cantilever forming, deck equipment and required
anchors and inserts for the specified equipment as required by code, shown on the
Drawings and specified herein.
G. After the initial filling of the swimming pool system(s), should any repairs, continuing
work, or other Subcontractor responsibility require drainage or partial drainage of the
swimming pool systems, the Swimming Pool Subcontractor shall be responsible for any
subsequent refilling and shall complete the project with the swimming pool system(s) full
of water, water in chemical balance, complete in every way, and in full operation.
1.4 ASSIGNED RESPONSIBILITIES AND RELATED WORK
A. It is the intent of this section of the Specifications to clarify Work responsibilities of the
trades directly and indirectly involved in construction of the pool systems. All labor,
equipment, materials and supplies furnished by the Swimming Pool Subcontractor and
other Subcontractors shall be as directed by the Owner through his Designated
Representative.
B. THE SWIMMING POOL SUBCONTRACTOR SHALL NOT SUBCONTRACT ANY
PORTION OF THE SWIMMING POOL CONSTRUCTION OR SWIMMING POOL
EQUIPMENT INSTALLATION TO ANYONE OTHER THAN A SUBCONTRACTOR THAT
SATISFIES THE REQUIREMENTS OF SECTION 13 1100
C. References to “swimming pool systems” shall include the swimming pools, equipment,
and accessories.
D. The Owner will provide one complete water filling of the swimming pool(s), but will not
assume any responsibility for the swimming pool system(s) until they have been proved
fully operational, complete in every way and accepted by the Designated Representative.
1.5 RESPONSIBILITIES OF THE CONTRACTOR
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 3
A. The Contractor shall grade the swimming pool site(s), establish benchmarks, cut and fill
as necessary to provide as level an area as possible at swimming pool deck elevation
before swimming pool layout.
B. The Contractor shall be responsible for horizontal dimensions and grade elevations
accurately from established lines and benchmarks (as indicated on the Drawings) and be
responsible for those grades.
C. The Contractor shall provide adequate temporary light, electric power, heat and
ventilation per Federal and State OSHA requirements to construct the swimming pool
system(s).
D. The Contractor shall not permit any heavy equipment activity over any area or within five
(5) feet of any area under which swimming pool piping is buried. There shall be no
exceptions to this requirement.
E. The Contractor shall keep the swimming pool excavation(s) and swimming pool
structure(s) free of construction residue and waste materials of his workmen or
Subcontractors, removing said material from the swimming pools as required.
F. The Contractor shall protect the swimming pool(s) from damage caused by his
construction equipment and /or workmen and Subcontractors.
G. The Contractor shall provide a representative at time of swimming pool start-up to
coordinate all trades related to swimming pool system(s).
1.6 RESPONSIBILITIES OF THE MECHANICAL SUBCONTRACTOR
A. The Mechanical Subcontractor shall be licensed in the State of Colorado and provide
written notifications to Swimming Pool Subcontractor and contractor when necessary to
excavate and backfill within the swimming pool construction site.
B. The Mechanical Subcontractor shall not utilize any swimming pool piping trench for
installation of any sanitary sewer, storm sewer, domestic water, hot water, chilled water
or natural gas line.
C. The Mechanical Subcontractor shall furnish and install all sanitary sewer piping, including
vent stacks (if necessary), for backwash pits, floor drains and floor sinks as required by
code, shown on Drawings, and herein specified.
D. The Mechanical Subcontractor shall furnish and install all storm sewer piping and site
drainage systems as required by code, shown on the Drawings, and herein specified.
E. The Mechanical Subcontractor shall provide a minimum 75 psi water supply for
swimming pool construction work within fifty (50) feet of the swimming pool construction
site(s).
F. The Mechanical Subcontractor shall furnish and install reduced pressure backflow
protected domestic water lines to P.O.C. within swimming pool Mechanical Room as
required by code, shown on the Drawings, and herein specified.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 4
G. The Mechanical Subcontractor shall furnish and install natural gas piping, pressure
regulation and valving to P.O.C. within swimming pool Mechanical Room as required by
code, shown on the drawings, and herein specified.
H. The Mechanical Subcontractor shall furnish and install all ductwork, louvers, and all
HVAC equipment within swimming pool Mechanical Room as required by code, shown
on the Drawings, and herein specified.
I. The Mechanical Subcontractor shall provide a representative at time of swimming pool
start-up to coordinate work related to swimming pool system(s).
1.7 RESPONSIBILITIES OF THE ELECTRICAL SUBCONTRACTOR
A. The Electrical Subcontractor shall be licensed in the State of Colorado and shall furnish
and install electrical service to swimming pool Mechanical Room sized to accommodate
all necessary swimming pool equipment as shown on the Drawings and herein specified.
B. The Electrical Subcontractor shall furnish any temporary power needed by the Swimming
Pool Subcontractor within fifty (50) feet of the swimming pool construction site(s).
C. The Electrical Subcontractor shall furnish and install all conduits, conductors,
starters/disconnects, panels, circuits, switches and equipment as required for lighting,
ventilation and HVAC equipment within swimming pool Mechanical Room as required by
code, shown on the Drawings, and herein specified.
D. The Electrical Subcontractor shall furnish and install all conduits, conductors, panels,
circuits, switches and equipment for area lighting as required by code, shown on the
Drawings, and herein specified.
E. All equipment, material and installation shall be as required under Division 16 of the
Specifications and shall conform to NEC Article 680 (latest revision), State and Local
Codes, and as may be required by all authorities having jurisdiction over swimming pool
construction within the State of Colorado.
F. The Electrical Subcontractor shall provide a representative at time of swimming pool
start-up to coordinate work related to swimming pool system(s).
1.8 INTENT
A. It is the intention of these specifications and Drawings to call for finished work, tested and
ready for operation. Wherever the work “provide” is used, it shall mean “furnish and
install complete and ready for use.”
B. Minor details not usually shown or specified, but necessary for proper installation and
operation, shall be included in the work, the same as if herein specified or shown.
1.9 SCHEDULE OF VALUES
A. Provide a Schedule of Values for all work specified in each of the technical specifications
listed in the table below, regardless of whether the work is performed by the swimming
pool contractor or others. Values listed shall be fully burdened, with contractor general
conditions, overhead, profit and bonds included. Payments for swimming pool work
completed shall not be approved until Schedule of Values has been submitted to and
approved by Architect.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 5
SWIMMING POOL SCHEDULE OF VALUES
No. Section # Description Value
1. 13 1100 Swimming Pool General Requirements
2. 13 1101 Swimming Pool Excavation
3. 13 1102 Swimming Pool Concrete
4. 13 1104 Swimming Pool Ceramic Tile
5. 13 1105 Swimming Pool Plaster
6. 13 1106 Swimming Pool Equipment
7. 13 1107 Swimming Pool Mechanical
8. 13 1108 Swimming Pool Electrical
9. 13 1109 Swimming Pool Waterproofing
10 13 1110 Swimming Pool Bulkhead
Total
1.10 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be
provided by Architect for Subcontractor's use in preparing submittals.
B. Coordination: Coordinate preparation and processing submittals with performance
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity. Coordinate
transmittal of different types of submittals for related parts of the Work so processing
will not be delayed because of need to review submittals concurrently for
coordination.
a. Architect reserves the right to withhold action on a submittal requiring
coordination with other submittals until related submittals are received.
C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction
Progress Documentation" for list of submittals and time requirements for schedules
performance of related construction activities.
D. Processing Time: Allow enough time for submittal review, including time for re-submittals
as follows. Time for review shall commence on Architect's receipt of submittal.
1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow
additional time if processing must be delayed to permit coordination with subsequent
submittals. Architect will advise Contract when a submittal being processed must be
delayed for coordination.
2. Concurrent Review: Where concurrent review of submittals by Architect's
consultants, Owner, or other parties is required, allow twenty-one (21) days for initial
review of each submittal.
3. Direct Transmittal to Consultant: Where the Contract Documents indicate that
submittals may be transmitted directly to Architect's consultants, provide duplicate
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 6
copy of transmittal to Architect. Submittal will be returned to Architect before being
returned to Subcontractor.
4. If intermediate submittal is necessary, process it in same manner as initial submittal.
5. Allow fifteen (15) days for processing each submittal.
6. No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to permit processing.
E. Identification: Place a title block on each submittal for identification.
1. Indicate name of firm or entity that prepared each submittal on title block.
2. Provide a space on title block to record Subcontractor's review and approval
markings and action take by Architect.
3. Include the following information on title block for processing and recording action
taken: (See Attached Sample)
a. Project name.
b. Date.
c. Name and address of Subcontractor.
d. Name of Subcontractor.
e. Name of Supplier.
f. Name of Manufacturer.
g. Unique identifier, including revision number.
h. Number and title of appropriate Specification Section.
i. Drawing number and detail references, as appropriate.
j. Other necessary identification.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 7
SUBMITTAL FOR: SUBMITTAL TO: SUBCONTRACTOR:
Item Number:
Section Number:
Section Description:
Subcontractor:
Supplier:
Manufacturer:
Product Code:
Quantity:
Subcontractor Certification: Contractor's Submittal Stamp:
It is hereby certified that the equipment or material
designated in this submittal is proposed to be
incorporated in the above named project and is in
compliance with the contract drawings and / or
specifications and is submitted for approval.
Certified by:
Date:
Job
Superintendent:
Revisions:
Architect's Review Stamp and Comments
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 8
F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract
documents on submittal.
G. On all catalogue or cut sheets identify which model or type is being submitted.
H. Transmittal: Package each submittal individually and appropriately for transmittal and
handling. Product data and shop drawings shall be packaged within a three ring binder
and colored samples shall be packaged on a heavy cardboard. Transmit each submittal
using a transmittal form.
1. On an attached separate sheet, prepared on Subcontractor's letterhead, record
relevant information, request for data, revisions other than those requested by
Architect on previous submittals and deviations from requirements of the Contract
documents, including minor variations and limitations. Include the same label
information as the related submittal.
2. Include Subcontractor's certification stating that information submitted complies with
requires of the Contract Documents.
3. Transmittal Form: Provide locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of Subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Remarks.
I. Distribution: Furnish copies of final submittals to manufacturers, Subcontractors,
suppliers, fabricators, installers, authorities having jurisdiction and others as necessary
for performance of construction activities. Show distribution on transmittal forms.
J. Use for Construction: Use only final submittals with mark indicating action taken by
Architect in connection with construction.
1.11 SUBSTITUTIONS
A. To obtain approval to use unspecified products, bidders shall submit requests for
substitution at least ten (10) days prior to bid date. Requests shall only be considered if
they clearly describe the product for which approval is asked, including all data necessary
to demonstrate acceptability. All unspecified products and equipment will be considered
on an “or equal” basis at the discretion of the Designated Representative. Requests for
substitution received after the specified deadline will not be considered. Where a conflict
exists between the requirements of the General Conditions / Special Conditions / Division
1 concerning substitutions and the requirements of this Article, this Article (Section 13
1100, Article 1.10) shall govern.
B. Where the Swimming Pool Subcontractor proposes to use an item of equipment other
than that specified or detailed on the Drawings which requires any redesign of the
structure, partitions, foundations, piping, wiring, or any other part of the architectural,
mechanical, or electrical layout, all such redesign and all new drawings (stamped by
Colorado Licensed Engineer) and detailing required shall be prepared by the Swimming
Pool Subcontractor, at his own expense, submitted for review and approval by the
Designated Representative prior to bid.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 9
C. Where such approved deviation requires a different quantity and arrangement of piping,
supports and anchors, wiring, conduit, and equipment from that specified or indicated on
the Drawings, the Swimming Pool Subcontractor shall furnish and install any such piping,
structural supports, controllers, motors, starters, electrical wiring and conduit, and any
other additional equipment required by the system, at no additional cost to the Owner.
1.12 SURVEYS AND MEASUREMENTS
A. The Swimming Pool Subcontractor shall base all measurements, both horizontal and
vertical, from benchmarks established by the Contractor. All work shall agree with these
established lines and levels. The mechanical Drawings do not give exact details as to
elevations of piping, exact locations, etc. and do not show all offsets, control lines, pilot
lines and other installation details. Verify all measurements at site and check the
correctness of same as related to the work.
1.13 DRAWINGS
A. Drawings are diagrammatic and indicate the general arrangement of the systems and
work included in the Subcontractor. Drawings are not to be scaled. The architectural
drawings and details shall be examined for exact dimensions. Where they are not
definitely shown, this information shall be obtained from the Designated Representative.
1.14 SWIMMING POOL SUBSUBCONTRACTOR
A. The swimming pool construction work as herein described and specified in Division 13 of
the Project Manual shall be the complete responsibility of a qualified and specifically
licensed (C-53 license classification within the State of Colorado) Swimming Pool
Subcontractor with extensive experience in commercial public use swimming pool
installations.
B. The Contractor shall require the Swimming Pool Subcontractor to furnish to the
Contractor performance and payment bonds in the amount of 100% of the Swimming
Pool Subcontractor’s bid written by a surety Company properly registered in the State of
Colorado and listed by the U.S. Treasury. The expense of the bond(s) is to be borne by
the Subcontractor. The Contractor shall clearly specify the amount and requirements of
the bond(s) in the Contractor’s written or published request for subbids. The Contractor’s
written or published request for subbids shall also specify that the bond(s) expense is to
be borne by the Subcontractor.
C. Subcontractor certifies that it meets the qualifications and experience requirements
established in Swimming Pool General Requirements, Section 13 1100, as follows:
1. Subcontractor has derived 50% of its annual revenue from public-use
swimming pool construction for each of the last five (5) years.
2. Subcontractor has, in the last five (5) years, constructed at least five (5)
commercially designed municipal and public-use swimming pools, each of
which have incorporated a minimum size of 6,000 square feet of water
surface area with a concrete and ceramic tile perimeter overflow gutter and
self-modulating balance tank.
3. The following list of projects meet the requirements of section (b) above and
the contact as reference by the Contractor, the Awarding Authority of their
agent or designee.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 10
a. Owner:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
b. Owner:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
c. Owner:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
d. Owner:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
e. Owner:
Scope of Project:
Contact Person:
Phone Number:
Architect for Project:
1.15 OPERATING INSTRUCTIONS
A. The Swimming Pool Subcontractor shall determine from actual samples of pool water
supplied by the Owner, the proper water management program necessary for maximum
operating efficiency and comfort. The Swimming Pool Subcontractor shall provide the
services of experienced personnel familiar with this type of pool system operation, in
conformance with Section 13 1105 of the Specifications.
1.16 MAINTENANCE MANUALS
A. The Swimming Pool Subcontractor shall provide six (6) bound sets for delivery to the
Designated Representative of instructions for operating and maintaining all systems and
equipment included in this Contract. Manufacturer’s advertising literature or catalog
pictures will not be acceptable for operating and maintenance instructions.
B. Bound in ring binders shall be all parts lists, periodic maintenance instructions and
troubleshooting guidelines for all pool equipment, including but not limited to filters,
pumps, controllers, water chemistry control equipment, etc.
1.17 SECURE FROM THE OWNER
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL GENERAL REQUIREMENTS 13 1100 - 11
A. A complete Owner-furnished filling of the swimming pools.
B. The Owner’s assistance, as specified herein, from the time of start-up until final written
acceptance of the swimming pool system(s).
C. Chemicals as required for swimming pool operation after Swimming Pool Subcontractor
completes initial water chemistry balance and water treatment during the maintenance
period described in Section 13 1105 of the Specifications.
1.18 WARRANTY
A. The Swimming Pool Subcontractor shall warrant all swimming pool structures, finishes
and systems against defects in material and workmanship for a period of one year after
the date of acceptance by the Owner. Any repair or replacement required due to
defective material or workmanship will be promptly corrected by the Swimming Pool
Subcontractor.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
END OF SECTION 13 1100
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EXCAVATION 13 1101 - 1
SECTION 13 1101 - SWIMMING POOL EXCAVATION
PART 1 GENERAL
1.1 DESCRIPTION
A. Subgrade improvements and placing of compacted fills.
B. Excavation and backfill for all pool decks
1.2 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: Conform with requirements of the General
Conditions, and more specifically the following:
1. Comply with International Building Code, latest edition.
2. Comply with applicable construction safety orders, latest edition, Federal and State
OSHA.
3. Comply with applicable trench safety provisions, latest edition, Federal and State
OSHA.
B. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
C. Project/Site Conditions:
1. Be familiar with site and subsurface conditions.
2. Excavation is unclassified and includes excavation to sub-grade elevations indicated
or necessary, regardless of character of materials and obstructions encountered.
3. Provisions for mitigation of wet soils due to seepage or rain shall be made during
excavation and throughout construction. If wet soils are encountered within the
swimming pool excavations, de-watering shall be provided and the Geotechnical
Engineer shall make recommendations for moist soil mitigation.
4. Where slope instability is encountered, all excavations within those areas shall be
1:1 or flatter. Forming of vertical walls may be necessary, and all soil conditions
shall be field verified by the Geotechnical Engineer.
5. Contractor shall review the Geotechnical Investigation Report as furnished by the
Owner to determine the suitability of the soils.
6. Refer to General Conditions, Articles 3.17 and 3.18.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EXCAVATION 13 1101 - 2
D. Adverse Weather Conditions:
1. During the periods when site soil moisture content is substantially in excess of
moisture content required for optimum compaction, do not perform fill compaction.
2. When unfavorable weather conditions necessitate interrupting filling and grading
operations, prepare areas by compaction of surface and grading to avoid collection
of water. Provide adequate temporary drainage to prevent erosion.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with requirements of Section 01 3300. Requests for
substitution shall conform to requirements of Article 1.10.A of Section 13 1100.
B. Required submittals include:
1. Offsite fill material, if applicable.
C. Submit proof of qualifications as specified in Article 1.2.B of this Section.
1.4 EXCAVATING & TRENCHING, GENERAL REQUIREMENTS
A. Refer to Section 01 5000, Temporary Facilities and Controls.
B. All trenches, holes, etc. are to be completely protected using solid barricades, steel
plates, and plywood both during construction and during off hours, including night time.
C. Flashing warning light barricades are required on sidewalks, roads, and any other critical
areas that require night time protection.
D. Roads, paths and sidewalks shall not be blocked at any time or in any way. Trenching
across roads, paths or sidewalks involves special instructions and review of the
construction procedure by the Owner at least three (3) days prior to the Work actually
being started.
E. Construction equipment, including all trucks, cars, etc. shall not be parked or driven on
roads, paths or sidewalks. Items not allowed on roads, paths or sidewalks include hoses,
power cords, ropes, construction materials, dirt and debris, etc.
F. All roads, paths and sidewalks must remain clear and the Contractor shall maintain
temporary safe and effective pedestrian access at all times.
G. Drawings show existing major underground utilities using the best information available.
The Contractor shall also fully check public works reference drawings prior to excavation.
Call local Dig Alert to locate utilities to ensure safety.
PART 2 PRODUCTS
2.1 MATERIALS
A. On-site Fill Material: All on-site fill material shall be soil or soil-rock mixture which is free
from organic matter and other deleterious substances; it shall contain no rocks or lumps
over three (3) inches in greatest dimension and not more than fifteen percent (15%) of the
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EXCAVATION 13 1101 - 3
rocks or lumps shall be larger than two (2) inches in greatest dimension.
B. Imported Fill Material: All imported fill material shall meet the requirements of Paragraph
2.1(A) above and shall in addition, be predominately granular and non-expansive, with a
maximum particle size of three (3) inches.
PART 3 EXECUTION
3.1 INSPECTION
A. Verify drawing dimensions and elevations with actual field conditions. Inspect related
Work and adjacent surfaces and report discrepancies and conditions which prevent
proper execution of the Work to the Owner’s Representative.
3.2 SUBGRADE IMPROVEMENTS
A. Clearing: Strip site area (as defined within the Drawings) of any topsoil containing
vegetation, trees and roots, organic matter, and other debris, and dispose of as specified.
B. Placement of Fills: Place fill, consisting of approved soils, clean and free of all vegetation,
debris, and rocks larger than three (3) inches, in uniform six (6) inch lifts. Fill to be
compacted at optimum moisture to ninety-five percent (95%) maximum density with
approved mechanical compaction equipment.
3.3 EXCAVATION
A. Checking Layout: Contractor shall, before commencing the excavation work, check all
lines, stakes and levels for dimensions, angles, elevations and grades with the survey.
B. Dimensions: Excavate to proper dimensions as shown, cut square and smooth with firm
level bottoms. Prepared excavations shall be approved by Geotechnical Engineer.
Excavations shall be free of loose or disturbed materials.
C. Excess Water Control: Keep all excavations free from standing water by pumping,
draining or providing proper protection against water intrusion. If soil becomes soft, soggy
or saturated, perform additional excavation to firm soil not affected by water.
D. Form Removal: Make all excavations of sufficient size to permit installation and removal
of forms and all other required work.
E. Alternate Forming: Sides of structures may be formed by neat excavations where banks
will stand without caving. If banks cave, provide forming as required and widen
excavation to permit forming, bracing and inspection. Provide forming in conformance
with Section 13 1102 and all recognized safety standards. Form all grade beams.
3.4 BACKFILLING
A. Method: After concrete has been placed, forms removed and concrete work approved,
backfill the excavations with earth to indicated or required grades. Carry on backfilling
simultaneously on each side of walls or grade beams. Remove all rubbish and wood from
the excavations before placing backfill.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EXCAVATION 13 1101 - 4
B. Concrete Protection: Prior to placing any backfill, adequately cure all concrete and
provide any bracing required to ensure the stability of the structure. Protect waterproofing
and dampproofing against damage in a manner acceptable to the Owner’s
Representative. Remove bracing as backfill operations progress.
C. Material: Use the material from the excavations for backfilling, subject to approval by
Soils Testing Agency. The earth shall be free from debris, large clods or stones.
D. Lifts: Place backfill in six (6) inch loose layers, bring to optimum moisture content and
compact to ninety percent (90%) of maximum density, sloping down and away from the
structures being backfilled.
E. Moisture: Rigidly control the amount of water used to insure optimum moisture conditions
for the type of fill material used. Excessive amounts of water causing saturation of earth
will not be permitted. Compaction by flooding or jetting is prohibited.
3.5 GRADING
A. Slopes: Grade to finish grades indicated on Drawings, with uniform slopes between all
points.
B. Subgrades: Blade to required grade and roll or tamp subgrades for exterior slabs, decks
and paving.
3.6 CLEAN-UP
A. Disposal: Haul away rubbish, debris, and rocks from site promptly and dispose of legally.
Burning rubbish on site is prohibited.
B. Dust and Noise Abatement: During entire period of construction keep area and material
being loaded sprinkled to reduce dust in air and annoyance to premises and surrounding
property.
END OF SECTION 13 1101
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 1
SECTION 13 1102 - SWIMMING POOL CONCRETE
PART 1 GENERAL
1.1 WORK INCLUDED
A. Forming for cast-in-place concrete associated with swimming pools.
B. Reinforcement for cast-in-place concrete associated with swimming pools.
C. Cast-in-place concrete for swimming pool structures.
D. Provide labor, materials and equipment as required to install cast-in-place concrete for
swimming pool structures as indicated on the Drawings and herein specified.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards:
1. In addition to complying with the International Building Code (latest edition), comply
with all pertinent recommendations contained in "Recommended Practice for
Concrete Formwork," Publication ACI 347-78 of the American Concrete Institute.
2. In addition to complying with International Building Code (latest edition), comply with
all pertinent recommendations contained in “Manual of Standard Practice for
Detailing Reinforced Concrete Structures,” Publication ACI 315-74 of the American
Concrete Institute.
3. In addition to complying with all local codes and regulations, comply with all pertinent
recommendations contained in American Society for Testing and materials (ASTM);
ASTM C 920 “Standard Specification for Elastometric Joint Sealants.”
C. Tolerances: Construct all swimming pool concrete straight, true, plumb and square within
a tolerance horizontally of one in 200 and vertically of one in 2000.
1.3 SUBMITTAL AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitution shall conform to requirements of Article 1.10.A of Section 13 1100.
B. Samples and Certificates, Concrete Reinforcement:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 2
1. Provide all data and access required for testing as described in Section 01 4500 of
the Specifications.
2. All material shall bear mill tags with heat number identification. Mill analysis and
report shall be made available upon request.
3. Material not so labeled and identifiable may be required by the Owner to be tested by
the testing laboratory selected by the Owner and at no additional cost to the Owner,
in which case random samples will be taken for one series of tests from each 2-1/2
tons or fraction thereof of each size and kind of reinforcing steel.
4. Design mix from batch plant demonstrating previous use history and associated
strengths at 28 days.
5. The Contractor shall submit a mix design stamped and signed by a licensed
engineer for approval by the Owner’s Representative prior to any placement of
concrete.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
D. Submit reinforcing shop drawings for pool walls, gutters, floors, dike walls and balance
tank, etc. as shown on the construction drawing.
1.4 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened
containers with all labels intact and legible.
B. Storage: Store materials under cover in a manner to prevent damage and contamination,
and store only the specified materials at the Project Site.
C. Protection: Use all means necessary to protect the swimming pool concrete before, during,
and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Owner.
PART 2 PRODUCTS
2.1 CONCRETE FORMWORK
A. Form Materials:
1. Form Lumber: All form lumber in contact with exposed concrete shall be new except
as allowed for reuse of forms in Part 3 of this Section, and all form lumber shall be one
of the following, a combination thereof, or an equal approved in advance by the
Owner’s Representative.
a. "Plyform," Class I or II, bearing the label of the Douglas Fir Plywood
Association; "Inner-Seal" Form as manufactured by Louisiana-Pacific, or
approved equal.
b. Douglas Fir-Larch, number two grade, seasoned, surfaced four sides.
2. Form Release Agent: Colorless, non-staining, free from oils; chemically reactive
agent that shall not impair bonding of paint or other coatings intended for use.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 3
B. Ties and Spreaders:
1. Type: All form ties shall be a type which do not leave an open hole through the
concrete and which permits neat and solid patching at every hole.
2. Design: When forms are removed, all metal reinforcement shall be not less than two
(2) inches from the finished concrete surface.
3. Wire Ties and Wood Spreaders: Do not use wire ties or wood spreaders.
C. Alternate Forming Systems: Alternate forming systems may be used subject to the
advance approval of the Owner’s Representative.
2.2 CONCRETE REINFORCEMENT
A. Bars: Bars for reinforcement shall conform to “Specifications for Deformed Billet-Steel
Bars for Concrete Reinforcement,” ASTM A-615, Grade 40.
B. Wire Fabric: Wire fabric shall conform to “Specifications for Wire Fabric for Concrete
Reinforcement,” ASTM A-185.
C. Tie Wire: Tie wire for reinforcement shall conform to “Specifications for Cold-drawn Steel
Wire for Concrete Reinforcement,” ASTM A-82 black annealed 16 gauge tie wire.
2.3 CAST-IN-PLACE CONCRETE
A. Concrete:
1. All concrete, unless otherwise specifically permitted by the Owner’s Representative,
shall be transit-mixed in accordance with ASTM C94. Concrete for water retaining
structures that do not receive a waterproofing finish such as ceramic tile or swimming
pool plaster shall contain an integral waterproofing admixture.
2. The control of concrete production shall be under the supervision of a recognized
testing agency, selected by the Owner in accordance with Section 01 2500 of the
Specifications.
3. Quality: All concrete shall have the following minimum compressive strengths at
twenty-eight (28) days and shall be proportioned within the following limits:
a. 3,000 psi minimum compressive strength.
b. 1” maximum size aggregate.
c. 6.0 minimum sacks of cement per cubic yard.*
d. 4” maximum slump.
* For estimate only: to be determined by mix design.
4. Cement: All cement shall be Portland Cement conforming to ASTM C-150, Type I or
II, and shall be the product of one manufacturer.
5. Aggregates:
a. Shall conform to “Standard Specifications for Concrete Aggregates,” ASTM C33,
except as modified herein.
b. Coarse Aggregate: Clean sound washed gravel or crushed rock. Crushing may
constitute not more than 30% of the total coarse aggregate volume. Not more
than 5% flat, thin, elongated or laminated material nor more than 1% deleterious
material shall be present. 1" aggregate graded from 1/4” to 1”, fineness modulus
6.90 to 7.40. 1-1/2” graded from ½” to 1-1/2”, fineness modulus 7.80 to 8.20.
c. Fine Aggregate: Washed natural sand of hard, strong particles and shall contain
not more than 1% of deleterious material, fineness modulus 2.65 to 3.05.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 4
6. Water: Clean, fresh, free from acid, alkali, organic matter or other impurities liable to
be detrimental to the concrete (potable).
7. Admixtures: Admixtures shall be used upon approval of the Owner's Representative.
a. Air-entraining admixture: Conform to ASTM C260.
b. Water-reducing admixture: Conform to ASTM C494.
c. Waterproofing admixture: Conform to ASTM C494.
B. Construction Joints: Use keyform for slab pour joints. Either preformed galvanized or PVC
construction joint forms of a standard manufacturer may be used. Install per manufacturer's
recommendations and tool edges of slabs.
C. Waterstops: PVC bulb-type for use between concrete pours / lifts, conforming with ASTM D
570, D 624, and D 638. Provide in configuration(s) as recommended by manufacturer for
specific application. Greenstreak, W.R. Meadows, or approved equal.
D. Curing Materials:
1. Liquid Membrane (covered slab): Chlorinated rubber membrane forming, curing-
sealing compound conforming to ASTM C309.
2. Liquid Membrane (exposed slab): Clear methyl and butyl methacrylate non-staining,
membrane forming, curing-sealing compound conforming to ASTM C309.
E. Cement Grout and Drypack:
1. Cement Grout: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water
and fine aggregate enough to make mixture flow under its' own weight.
2. Drypack: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water and
fine aggregate enough to make a stiff mix that will mold into a ball. Mix no more than
can be used in 30 minutes.
2.4 OTHER MATERIALS
A. All other materials, not specifically described but required for proper completion of the
work of this Section, shall be as selected by the Contractor subject to the advance review
by the Owner’s Representative.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to all Work of this Section, carefully inspect the installed Work of other trades
and verify that all such Work is complete to the point where this installation may
properly commence.
2. Verify that all Work may be constructed in accordance with all applicable codes and
regulations, the referenced standards, and the original design.
B. Discrepancies:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 5
1. In the event of discrepancy, immediately notify the Owner’s Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
have been fully resolved.
3. Failure to notify the Owner’s Representative and give written notice of discrepancies
shall constitute acceptance by the Contractor of existing conditions as fit and proper
to receive work.
3.2 CONCRETE FORMWORK
A. Construction of Forms:
1. General: Construct all required forms to be substantial, sufficiently tight to prevent
leakage of concrete paste, and able to withstand excessive deflection when filled
with wet concrete.
2. Layout:
a. Form for all required cast-in-place concrete to the shapes, sizes, lines and
dimensions indicated on the Drawings.
b. Exercise particular care in the layout of forms to avoid necessity for cutting
concrete after placement.
c. Make proper provisions for all openings, offsets, recesses, anchorages,
blocking and other features of the Work as shown or required.
d. Perform all forming required for Work of other trades and do all cutting and
repairing of forms required to permit such installation.
e. Carefully examine the Drawings and Specifications and consult with other
trades as required relative to providing for pipe and conduit penetrations,
reglets, chases and other items in the forms.
3. Imbedded Items: Set all required steel frames, angles, bolts, inserts and other such
items required to be anchored in the concrete prior to concrete being placed.
4. Bracings:
a. Properly brace and tie the forms together so as to maintain position and shape
and to ensure safety to workmen.
b. Construct all bracing, supporting members and centering of ample size and
strength to safely carry, without excessive deflection, all dead and live loads to
which they may be subjected.
c. Properly space the forms apart and securely tie them together, using metal
spreader ties that give positive tying and accurate spreading.
5. Wetting: Keep forms sufficiently wetted to prevent joints from opening up before
concrete is placed.
B. Plywood Forms:
1. Design: Nail the plywood panels directly to studs and apply in a manner to minimize
the number of joints.
2. Joints: Make all panel joints tight butt joints with all edges true and square.
C. Footing Forms:
1. Wood Forms: All footing forms shall be wood unless otherwise specifically approved
by the Owner’s Representative, or as specified in paragraph 3.02(C)(2).
2. Earth Forms:
a. Side walls for footings may be of earth provided the soil will stand without caving
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 6
and the sides of the bank are made with a neat cut to the minimum dimensions
indicated on the Drawings.
b. For excavation and backfill of earth forms, conform with applicable provisions of
Section 13 1101.
D. Reuse of Forms:
1. Reuse of forms shall be subject to advance approval of the Owner’s Representative.
2. Except as specifically approved in advance by the Owner’s Representative, reuse of
forms shall in no way delay or change the schedule for placement of concrete from
the schedule obtainable if all forms were new.
3. Except as specifically approved in advance by the Owner’s Representative, reuse of
forms shall in no way impart less structural stability to the forms nor less acceptable
appearance to finished concrete.
E. Removal of Forms:
1. General:
a. In general, side forms of footings may be removed seven (7) days after
placement of concrete, but time may be extended if deemed necessary by the
Owner’s Representative.
b. Forms for footings, foundations, grade beams, slabs, walls, and other formed
concrete may be removed fourteen (14) days after placement of concrete.
2. Removal:
a. Use all means necessary to protect workers, passersby, the installed Work of
other trades and the complete safety of the structure.
b. Cut nails and tie wires or form ties off flush, and leave all surfaces smooth and
clean.
c. Remove metal spreader ties on exposed concrete by removing or snapping off
inside the wall surface and pointing up and rubbing the resulting pockets to
match the surrounding areas.
d. Flush all holes resulting from the use of spreader ties and sleeve nuts using
water, and then solidly pack throughout the wall thickness with cement grout
applied under pressure by means of a grouting gun; grout shall be one part
Portland Cement to 2-1/2 parts sand; apply grout immediately after removing
forms.
3.3 CONCRETE REINFORCEMENT
A. Bending:
1. General:
a. Fabricate all reinforcement in strict accordance with the Drawings.
b. Do not use bars with kinks or bends not shown on the Drawings.
c. Do not bend or straighten steel in a manner that will injure the material. (When
opposite end is already encased in concrete.)
2. Design:
a. Bend all bars cold.
b. Make bends for stirrups and ties around a pin having a diameter of not less than
two (2) times the minimum thickness of the bar.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 7
c. Make bends for other bars, including hooks, around a pin having a diameter of
not less than six (6) times the minimum thickness of the bar.
B. Placing:
1. General: Before the start of concrete placement, accurately place all concrete
reinforcement, positively securing and supporting by concrete blocks, metal chairs or
spacers, or by metal hangers.
2. Clearance:
a. Preserve clear space between bars of not less than one and one-half (1-1/2)
times the nominal diameter of the round bars.
b. In no case let the clear space be less than one and one-half (1-1/2) inches nor
less than one and one-third (1-1/3) times the maximum size of the aggregate.
c. Provide the following minimum concrete covering of reinforcement:
1) Concrete deposited against earth: three (3) inches.
2) Concrete below grade deposited against forms: two (2) inches.
3) Concrete elsewhere: As indicated on Drawings or otherwise approved
by the Owner’s Representative.
3. Splicing:
a. Horizontal Bars:
1) Place bars in horizontal members with minimum lap at splices sufficient
to develop the strength of the bars.
2) Bars may be wired together at laps except at points of support of the
member, at which points preserve clear space described above.
3) Whenever possible, stagger the splices of adjacent bars.
4) Splice forty (40) bar diameters minimum.
5) Provide non-contact lap slices for shotcrete.
b. Wire Fabric: Make all splices in wire fabric at least one and one-half (1-1/2)
meshes wide.
c. Other Splices: Make only those other splices that are indicated on the Drawings
or specifically approved by the Owner’s Representative.
4. Dowels: Place all required steel dowels and securely anchor them into position
before concrete is placed.
5. Obstructions: In the event conduits, piping, inserts, sleeves and other items interfere
with placing reinforcement as indicated on the Drawings or otherwise required,
immediately consult with the Owner’s Representative and obtain approval of a new
procedure prior to placing concrete.
C. Cleaning Reinforcement: Steel reinforcement, at the time concrete is placed around it,
shall be free from rust scale, loose mill scale, oil, paint and all other coatings which will
destroy or reduce the bond between steel and concrete.
3.4 CAST-IN-PLACE CONCRETE
A. Conveying and Placing Concrete:
1. Before placing concrete, mixing and conveying equipment shall be well cleaned, and
the forms and space to be occupied by concrete shall be thoroughly cleaned and
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 8
wetted. Ground water shall be removed until the completion of the work.
2. No concrete shall be placed in any unit of work until all formwork has been completely
constructed, all reinforcement has been secured in place, all items to be built into
concrete are in place, and form ties at construction joints tightened.
3. Concrete shall be conveyed from mixer to place of final deposit in such a way to
prevent the separation or loss of ingredients. It shall be placed as nearly as practicable
in its’ final position to avoid rehandling or flowing. Concrete shall not be dropped freely
where reinforcing bars will cause segregation, nor shall it be dropped freely more than
six (6) feet. Use tremies, spouts and dump boxes in deep sections. Vibrators are not
acceptable for facilitating concrete transport.
4. Concrete shall be tamped and spaded to insure proper compaction into all parts of
forms and around reinforcement. A mechanical vibrator shall be used to thoroughly
compact the concrete. Vibration must be by direct action in the concrete and not
against forms or reinforcement.
B. Construction Joints / Expansion Joints: Construction joints and expansion joints shall be
provided at locations and in the manner shown on the Drawings. With exception of existing
concrete / new shotcrete joints, use PVC bulb-type waterstops appropriate for design
condition between all concrete pours / lifts to avoid cold joints. Waterstops shall be placed in
such a way to protect reinforcing steel from rust and oxidation. All expansion joints must be
the full depth of the concrete section in which they are located.
C. Slab Finishes: Concrete slabs shall be compacted and screeded uniformly to grades
shown. Push large aggregates below the surface with a screen tamper, screed and bull
float. As soon as the surface becomes workable, it shall be wood floated, then finished as
indicated on the Drawings to a uniform smooth, true surface in a neat and workmanlike
manner. Carefully coordinate slab finish requirements with other trades (ceramic tile, pool
plaster) to insure concrete finish is appropriate substrate for final finish material.
1. Pool Floor Slab: Heavy Wire Broom Finish.
D. Protection and Curing:
1. Concrete shall be protected from injurious action of the elements and defacement of
any nature during construction.
2. All forms must be kept wet to prevent drying out of the concrete.
3. All concrete surfaces including footings must be kept wet for at least seven (7) days
after concrete is placed.
4. Apply the appropriate curing materials, as specified in 2.03 of this Section,
immediately after finishing slabs. Application shall be as specified by the
manufacturer.
E. Form Removal:
1. Take care in removing forms so that surfaces are not marred or gouged and that
corners are true, sharp and unbroken.
2. No steel spreaders, ties or other metal shall project from or be visible on any concrete
surfaces.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CONCRETE 13 1102- 9
F. Defective Work:
1. Should the strength of any concrete for any portion of the work indicated by tests of
molded cylinders and core tests fall below minimum 28 days strength specified or
indicated, concrete will be deemed defective work and shall be replaced.
2. Concrete work that is not formed as indicated, is not true to intended alignment, not
plumb or level where so intended, not true to intended grades or elevations, not true to
specified or selected finish, contains sawdust shavings, wood, or embedded debris,
which exhibits cracks or contains fine or coarse sulfide particles, or expansive
aggregates detrimental to performance or appearance of the concrete shall be deemed
defective.
3. Promptly perform work required to replace and properly clean (by sandblasting if
necessary) any defective concrete panels (control joint or expansion joint to control joint
or expansion joint), at Contractor's expense, including all expense of additional
inspection, tests, or supervision made necessary as a result of defective concrete.
3.5 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all swimming pool
concrete materials, debris and rubbish occasioned by this Work to the approval of the
Owner’s Representative.
END OF SECTION 13 1102
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL SHOTCRETE 13 1103 - 1
SECTION 13 1103 - SWIMMING POOL SHOTCRETE
PART 1 GENERAL
1.1 WORK INCLUDED
A. Provide labor, materials and equipment as required to install wet mix shotcrete for
swimming pool structures as indicated on the Drawings and herein specified.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards: Except as otherwise indicated, provide shotcrete per American Concrete
Institute Standard ACI 506. In addition, conform to recommendations contained in
“Shotcrete,” Brochure G-84 as published by the Gunite Contractors Association, Sylmar,
and the International Building Code (latest edition).
C. Mix Design: The Contractor shall submit a mix design stamped and signed by a licensed
engineer for approval by the University’s Representative prior to any placement of
shotcrete. Mix design shall indicate source of aggregate and brands of cement and
admixtures used. All mix designs shall take character of locally available aggregate into
consideration and make adjustments as necessary to conform with specified design
criteria.
D. One test panel shall be provided for each 50 yards (or portion thereof) of shotcrete
placed. The size of the strength test panel shall be per the direction of the Special
Shotcrete Inspector. At least three (3) cores shall be taken from each test panel. (At
least three (3) cores shall be taken from the completed work for each day of shotcrete
operation.) Testing shall be performed by the Owner’s designated Testing Lab and
comply with 1705.3 and 1910.10, International Building Code. Continuous inspection of
the shotcrete operation by a deputy inspector provided by the Owner shall be required.
Inspection of shotcrete work shall comply with Section 1910 of the International Building
Code, and coring, sampling, soaking and testing per 1910.10 and pre-construction test
per 1910.5 is required.
E. Tolerances: Construct all swimming pool shotcrete straight, true, plumb and square
within a tolerance horizontally of one in 200 and a tolerance vertically of one in 2000.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitution shall conform with requirements of Article 1.10.A of Section 13 1100.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL SHOTCRETE 13 1103 - 2
B. Materials List: Within thirty (30) days after issuance of Notice to Proceed, and before
shotcrete materials are delivered to the project site, submit to the Owner a complete list of
materials proposed to be used in this portion of the Work, showing manufacturer's name
and catalog number of all items such as admixtures and curing membranes, and the
name and address of the supplier of cement and aggregate to be used.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
D. Gunite will not be an approved substitution.
1.4 PRODUCT HANDLING
A. Protection: Use all means necessary to protect shotcrete materials before, during and
after installation and to protect the installed Work specified in other Sections.
B. Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Owner and at no additional cost to the Owner.
PART 2 PRODUCTS
2.1 MATERIALS
A. Cement: Cement shall be Type 1 Portland Cement conforming to ASTM C150. Cement
type shall be the same for all shotcrete work.
B. Aggregate: ASTM C33, washed hard dense durable clean sharp sand from approved pit,
free of organic matter and opaline, feldspar, or silicous magnesium substances and
containing not more than 3% by weight of deleterious substances. When tested for
organic impurities by ASTM C40 method, fine aggregate color not darker than reference
standard color. When tested for soundness by ASTM C88 method, loss after 5 cycles not
over 10% of fine aggregate.
C. Water: Potable, clean, fresh, free from acid, alkali, organic matter or other impurities
liable to be detrimental to the shotcrete.
D. Admixtures: Admixtures shall only be used upon approval of the Owner's Representative.
PART 3 EXECUTION
3.1 EXECUTION
A. Inspection:
1. Prior to all Work of this Section carefully inspect the installed Work of other trades
and verify that all such Work is complete to the point where this installation may
properly commence.
2. Verify that items to be imbedded in shotcrete are in place and that shotcrete may be
placed to the lines and elevations shown on the Drawings, with all required clearance
from reinforcement.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner's Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
have been fully resolved.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL SHOTCRETE 13 1103 - 3
3. Failure to notify the Owner's Representative and give written notice of discrepancies
shall constitute acceptance by the Contractor of existing conditions as fit and proper
to receive the Work.
3.2 PREPARATION
A. General:
1. Thoroughly clean all areas where shotcrete is to be placed to insure proper bonding
of shotcrete.
2. Where shotcrete is to be placed against smooth surfaces (i.e., cast-in-place
concrete), sandblast surfaces to receive shotcrete to provide clean aggregate
surface, thereby insuring proper bond between materials.
B. Ground Wires: Adequate ground wires, to be used as screeds, shall be installed to
establish the thickness and surface planes of the shotcrete work. Ground wires shall be
placed so that they are tight and true to line and grade and in such a manner that they can
be easily tightened.
3.3 PROPORTIONING AND MIXING
A. Accurately control proportion of water to Portland cement to produce thorough and
uniform hydration of the shotcrete that, when shot, forms a homogeneous mass
containing neither sags nor dry sand formation.
B. Strength: Minimum 3,000 psi 28-day compressive strength unless otherwise indicated.
C. Discontinue shotcrete work if the time between the addition of mixing water to cement and
aggregate, or cement to aggregates, and placement of shotcrete exceeds ninety (90)
minutes when the ambient temperature is below 85 degrees Fahrenheit, or exceeds sixty
(60) minutes when the ambient temperature is above 85 degrees Fahrenheit.
3.4 SHOTCRETE PLACING, FINISHING, AND CURING
A. Operations: Utilize a standard type of air compressor, capable of providing a minimum of
250 cubic feet of air per minute per nozzle.
B. Placing: Except when shooting reinforcing, hold the nozzle perpendicular to and 2-1/2 to 3
feet from surface. At reinforcing bars, hold the nozzle so as to direct shotcrete behind the
bars, and shoot each side of each bars separately. A nozzleman’s helper equipped with
an air jet shall precede the nozzle and blow out rebound or sand lodged behind bars, on
forms, or placed shotcrete. Placing shotcrete horizontal members from the top is not
allowed unless approved methods are employed to eliminate all rebound. Material shall
emerge from the nozzle in a uniform flow. If flow becomes intermittent for any reason,
direct the nozzle away from the surface until the flow is again steady and constant. Do
not reuse rebound or loose sand for any purpose.
C. Puddled Shotcrete: Use of “puddled shotcrete” in which the air pressure is reduced and
the water content is increased to facilitate placing in difficult locations is not allowed. Do
not place shotcrete where nozzle stream cannot impinge directly on the involved surface.
Where difficult shooting conditions occur, obtain proper results by maintaining correct air
pressure and water ratio and reduce supply of material.
D. Construction Joints: Form joints with sloping beveled edges. Clean and dampen the
hardened joint surfaces before placing additional shotcrete. Square edged construction
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL SHOTCRETE 13 1103 - 4
joints are not allowed. The film of laitance which forms on the surface of the shotcrete
shall be removed within approximately two hours after application by brushing with a stiff
broom. If this film is not removed within two hours, it shall be removed by thorough wire
brushing or sand blasting. Construction joints over eight hours old shall be thoroughly
cleaned with air and water prior to receiving shotcrete.
E. Finishing: Rod exposed surfaces to true planes and lines on reaching the thickness and
plane established by forms and ground wires. Tamp and wood float surfaces level and
provide a rough raked finish. Carefully coordinate finish requirements with other trades
(ceramic tile, pool plaster) to insure shotcrete finish is appropriate substrate for final finish
material.
F. Curing: Keep shotcrete continuously damp for not less than seven (7) days after placing.
Use sealed curing sheeting or other approved curing method where water curing is not
feasible. Do not use curing compound of any kind.
3.5 DEFECTIVE WORK
A. Cut out, remove and replace, or repair to the satisfaction of the Owner’s Representative,
shotcrete not meeting minimum strength, not true, plumb or level, not to required elevations,
containing cracks detrimental to performance or appearance, containing shavings, debris or
with honeycombs or voids.
B. Promptly perform Work required to repair, patch, replace, render properly cleaned
surfaces (by sandblasting if necessary) or otherwise make good any defective shotcrete
at Contractor's expense, including all expense of additional inspection, tests, or
supervision made necessary as a result of defective shotcrete.
3.6 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all swimming pool
shotcrete materials, debris and rubbish occasioned by this work to the approval of the
Owner's Representative.
END OF SECTION 13 1103
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CERAMIC TILE 13 1104 - 1
SECTION 13 1104 - SWIMMING POOL CERAMIC TILE
PART 1 GENERAL
1.1 WORK INCLUDED
A. Swimming pool ceramic tile detailed on the Drawings, including, but not limited to, the
following:
3. Waterline Tile. (Skimmer Pools)
4. Bond Beam / Waterline Tile / Gutter tile.
5. Gutter Handhold Tile.
6. Lane Line / Target Tile / 4’-6” Depth Tile.
5. Pool Field Tile
7. Depth Marker Tile.
8. Depth / Caution Marker Tile.
10. Trim Tile. (At Underwater Steps and Benches)
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards: In addition to complying with all pertinent codes and regulations:
1. Manufacture of all tile shall be in accordance with ANSI A-137.1-1976.
2. Install ceramic tile in accordance with the recommendations contained in the 2015
“Handbook for Ceramic Tile Installation” of the Tile Council of America, Inc.
C. Tolerances: Install all swimming pool ceramic tile straight, true, plumb and square within
a tolerance horizontally of one in 200 and a tolerance vertically of one in 500. Waterline
and gutter bullnose tile shall be level to 1/8” (+/- 1/16”) around entire perimeter of
swimming pools.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitution shall conform to requirements of Article 1.10.A of Section 13 1100.
B. Samples: Submit samples of each color and pattern in the specified groups. Character
samples can be representative for review prior to screening of actual tile.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CERAMIC TILE 13 1104 - 2
C. Master Grade Certificate: Prior to opening ceramic tile containers, submit a Master Grade
Certificate, signed by the manufacturer of the tile used and issued when the shipment is
made, stating the grade, kind of tile, identification marks for the tile containers, and the
name and location of the Project.
D. Specifications: Submit manufacturer's recommended installation specifications for the
Work.
E. Submit proof of qualifications as specified in Article 1.2.A of this Section.
1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened
containers with all labels intact and legible.
B. Storage: Store all materials under cover in a manner to prevent damage and
contamination, and store only the specified materials at the Project site.
C. Protection: Use all means necessary to protect swimming pool ceramic tile before, during
and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Owner.
PART 2 - PRODUCTS
2.1 TILE
A. Waterline Tile (skimmer pool):
1. Material: Group 4 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches (Field), 1 x 2 inches #C-701 (Handhold)
3. Color: Dal-Tile #D-621, ‘Nautical Blue' Field.
B. Bond Beam / Waterline/Gutter Tile (gutter pools):
1. Material: Group 4 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-621, ‘Nautical Blue' Field.
C. Gutter Handhold Tile:
1. Material: Group 4 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 2 inches (#C-701).
3. Color: Dal-Tile #D-621, ‘Nautical Blue' Field.
D. 50M Lane Line / Target Tile / 4'-6" Depth Tile:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CERAMIC TILE 13 1104 - 3
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-311, ' Ebony'.
E. 25YD Lane Line / Target Tile
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-621, ‘Nautical Blue' Field.
F. Pool Field Tile
1. Material: Group 2 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-617, ‘Arctic White' Field.
G. Depth / Caution Marker Tile (at pool deck):
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches.
3. Color: Dal-Tile #D-617, ‘Arctic White' letters and numbers on Dal-Tile #D-621,
‘Nautical Blue' Field.
H. Trim Tile (on underwater steps and benches):
1. Material: Group 3 quality, frost proof unglazed ceramic mosaic tile with absorption
rate of less than 1% as manufactured by Dal-Tile or approved equal.
2. Size: 1 x 1 inches, with S-812 quarter round. Color: Dal-Tile #D-311, ‘Ebony’.
2.2 MORTAR
A. Sand for Mortar: Comply with requirements of fine aggregate for concrete.
B. Cement: Type I Portland Cement, conforming to ASTM C150.
C. Hydrated Lime: Conforming to ASTM C206 or 207, Type S.
D. Water: From a potable source.
2.3 GROUT
A. All tile grout shall be waterproof high performance epoxy grout meeting high durability and
stain protection performance requirements of ANSI A118.3 providing a 25yr warranty.
Grout color shall be grey for dark backgrounds, white for light backgrounds (verify colors
with Architect and Owner).
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CERAMIC TILE 13 1104 - 4
B. Material: Laticrete Spectralock Pro Premium 3 Part Epoxy Grout or approved equal.
2.4 OTHER MATERIALS
A. All other materials, not specifically described but required for a complete and proper
installation of ceramic tile as indicated on the Drawings, shall be new, first quality of their
respective kinds, and subject to the approval of the Owner’s Representative.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to all Work of this Section, carefully inspect the installed Work of other trades
and verify that all such Work is complete to the point where this installation may
properly commence.
2. Verify that ceramic tile can be installed in accordance with the original design and all
referenced standards.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner’s Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
have been fully resolved.
3. Failure to notify the Owner’s Representative and give written notice of discrepancies
shall constitute acceptance by the Contractor of existing conditions as fit and proper
to receive its Work.
3.2 INSTALLATION
A. Method:
1. Install all ceramic tile in strict accordance with installation method P601-90 of the
2015 Handbook for Ceramic Tile Installation of the Tile Council of America, Inc.
2. Be certain to install all ceramic tile perfectly level, flush, plumb, and to the finish
grades and elevations indicated on the Drawings.
B. Interface:
1. Carefully establish and follow the required horizontal and vertical elevations to insure
proper and adequate space for the work and materials of other trades.
2. Coordinate and cooperate as required with other trades to insure proper and
adequate interface of ceramic tile Work with the Work of other trades.
3.3 GROUTING
A. Follow grout manufacturer's recommendations as to grouting procedures and
precautions.
B. Remove all grout haze, observing grout manufacturer's recommendations as to use of
acid and chemical cleaners.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL CERAMIC TILE 13 1104 - 5
3.4 EXTRA STOCK
A. Provide one (1) unopened box of extra tile for 2.1A, 2.1B, 2.1C and 2.1F for Owners use
at a future time.
3.5 CLEAN-UP
A. Upon completion of the swimming pool ceramic tile installation, thoroughly clean and
polish the exposed surfaces of tile work. Completely clean work area of debris and
rubbish occasioned by this Work and dispose of to the approval of the Owner’s
Representative.
END OF SECTION 13 1104
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL PLASTER 13 1105 - 1
SECTION 13 1105 - SWIMMING POOL PLASTER – ADD ALTERNATE
PART 1 GENERAL
1.1 WORK INCLUDED
A. Swimming pool plaster and waterproofing of swimming pool structures as indicated on the
Drawings and herein specified.
B. Start-up and operation instructions to Owner’s operations and maintenance personnel
and properly balance swimming pool water chemistry until the Owner takes occupancy.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards: Swimming pool plaster shall conform with requirements of Chapter 31B of
California Building Code, latest edition. In addition, meet requirements of applicable
portions of most current edition of the “Technical Manual,” National Plasterers Council,
Mission Viejo, California.
C. Start-up:
1. Furnish a swimming pool water chemistry consultant, with a minimum of five (5)
years experience, possessing either AFO (Aquatic Facility Operator) or CPO
(Certified Pool Operator) certification(s), to supervise and properly balance
swimming pool water chemistry.
2. Demonstrate to the Owner that all systems are fully operational and that calcium
hardness, total alkalinity, chlorine residual and pH levels are within specified limits.
3. Standards: Furnish labor and chemicals as required to condition the water properly
to the following specifications:
a. Calcium Hardness: 200-400 parts per million (PPM)
b. Total Alkalinity: 80-100 PPM
c. Chlorine Residual: 1.00 to 2.0 PPM
d. pH Factor: 7.2 to 7.6
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitution shall conform with requirements of Article 1.10.A of Section 13 1100.
B. Submit proof of qualifications as specified in Article 1.2.A and 1.2.C.1 of this Section.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL PLASTER 13 1105 - 2
1.4 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened
containers with all labels intact and legible.
B. Storage: Store materials under cover in a manner to prevent damage and contamination,
and store only the specified materials at the Project Site.
C. Protection: Use all means necessary to protect the swimming pool plaster before, during,
and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Owner.
1.5 ENVIRONMENTAL CONDITIONS
A. No plastering shall be done under unsuitable conditions of weather or temperature. No
plastering shall be done when prevailing temperature is 40 degrees Fahrenheit or less.
B. Do not install plaster during rain and, if rain commences after plastering has begun,
immediately protect the plaster from rain by all means necessary until the plaster has set.
C. Do not install plaster during wind greater than 10 mph and, if wind commences after
plastering has begun, immediately protect the plaster from wind by all means necessary until
the plaster has set.
PART 2 PRODUCTS
2.1 CEMENT / AGGREGATE
A. “Pebble-Fina®” pool finish by Pebble Technology, Inc. ®, “PebbleSheen ®”, tiny pebble pool
finish by Pebble Technology, Inc. ®, “StoneScapes ® mini pebble finish by Npt ®.
2.2 COLOR
A. All swimming pool plaster shall be white in color. “Pebble-Fina” shall be “Classico”,
“PebbleSheen” shall be “Artic White” and StoneScapes” shall be “White Zanzibar” mini
pebble. Contractor to obtain written approval on selected pebble color from the local Health
Department prior to installation. Submit cut sheet, color sample and written approval for
review by Architect and Owner.”
2.3 WATER
A. Water for swimming pool plaster shall be clean and free from injurious amounts of acid,
alkali, and organics.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL PLASTER 13 1105 - 3
1. Prior to Work of this Section, carefully inspect the installed Work of other trades and
verify that all such Work is complete to the point where this installation can properly
commence.
2. Verify that swimming pool plaster can be installed in accordance with the original
design and all referenced standards, including proprietary application techniques and
application training/certifications.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner's Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
have been fully resolved.
3. Failure to notify the Owner's Representative and give written notice of discrepancies
shall constitute acceptance by the Contractor of existing conditions as fit and proper to
receive the Work.
3.2 INSTALLATION OF GUTTER, PUMP PIT, BACKWASH PIT & SURGE CHAMBER
WATERPROOFING
A. Provide two (2) coats of the specified gutter and surge chamber waterproofing prior to
plastering the swimming pool. Prepare surfaces to receive waterproofing and cure in
conformance with manufacturer's recommendations. Provide steel trowel application
method to ensure uniform smooth, dense surface finish.
3.3 INSTALLATION OF POOL PLASTER
A. Indoor Pools:
1. Completion of Other Work: DO NOT commence plastering of swimming pool(s) until
the following conditions have been met:
a. The Health Department has approved the pool(s) and/or spa(s) for plaster.
b. All work above the pool(s) and/or spa(s) is complete.
c. All painting in the pool area is complete.
d. All welding and grinding in locations adjacent to the pool area are complete.
e. The backwash sewer connection is complete.
f. All concrete pool deck construction is complete and the pool decks have been
thoroughly cleaned.
g. The circulation pump(s) is/are operation.
h. The mechanical system has been flushed sufficiently to remove all dirt and debris
from the piping system.
i. All necessary chemicals (Chlorine, Acid, Sodium Bicarbonate and Calcium
Chloride) are on site and ready to use.
j. Obtain written approval from the Owner and the Architect.
C. Contractor accepts all liability from damage done to the pool plaster if the pool(s) or spa(s) is
(are) plaster before the completion of the above listed items or without the written approval
of the Owner and the Architect.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL PLASTER 13 1105 - 4
D. POOL PLASTER AUTHORIZATION FORM:
1. The pool(s) and or spa(s) at EPIC Pool is/are herby approved for the installation of the
pool plaster. Pursuant to the requirements of specification section 13 1105, paragraph
3.3.
Owner Date
Architect / Project Manager Date
E. Preparation:
1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces or
conditions otherwise detrimental to the formation of a durable plaster finish.
2. Consult with manufacturer on application to specific surfaces being treated. Follow
manufacturer's recommendation for curing of cast-in-place concrete or shotcrete sur-
faces prior to application of plaster.
3. Protect ceramic tile, decking, deck equipment, gratings, fittings and other items by
suitable covering or masking.
4. Mask or remove all hardware, hardware accessories, machined surfaces, plates,
lighting fixtures and similar items in place not to receive pool plaster. Following
completion of plaster for each space or area remove masking. Re-install all removed
items utilizing workers skilled in the trades involved.
F. Application:
1. Finish shall be applied to a uniform thickness of 3/8” to ½” over the entire surface. The
walls shall be scratch-coated followed by a finish coat. Material applied to the floor after
the walls have been applied shall be accelerated to assure uniform setting time
throughout the pool surface.
2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface
using extreme care to avoid stains.
3. Take special care in finishing around pool fittings, making sure to mask off or plug
openings so as not to fill such openings with excess plaster. Be certain to completely
enclose pool fittings with plaster to insure a leak-proof seal around pipes, fittings, lights,
anchors, etc.
4. Accurately interface with the finish planes of items installed by other trades.
5. Quartz-cement plaster is to be applied by a licensed applicator as approved by the
manufacturer, and in accordance with manufacturer’s training.
3.4 CURING
A. Preparation: Anticipate the need for required equipment and have all such equipment
immediately available for use upon completion of pool plastering.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL PLASTER 13 1105 - 5
B. Pool Filling:
1. After the plaster has sufficiently dried and before drying has proceeded to a damaging
point, cure the plaster by gradually filling the pool with water, preventing all damage to
finished plaster surfaces.
2. Flow the water continuously until the pool is filled.
3. When the weather is hot and/or water pressure is low, keep the pool walls damp while
the pool is filling.
4. Coordinate with Contractor to ensure that the pool is continuously monitored while filling
to prevent overfill.
3.5 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of
pool after plaster. Chemicals and other related support items as supplied by Contractor,
shall be in supply at start-up.
B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all
plastered surfaces at least twice a day and coordinate with General Contractor to ensure
that the plaster is carefully maintained after the initial fourteen day period. In addition, coordi-
nate with the Contractor to ensure that pool filtration equipment is continuously running
during the initial fourteen day period.
C. Start-up and provide qualified personnel to operate pool equipment for a period not less
than fourteen (14) days after the pool is placed in operation, or until the Owner takes
occupancy of the facility or letter of substantial completion. During this time, Contractor
shall instruct and supervise the Owner's personnel in the various operating and
maintenance techniques involved. Contractor shall be responsible for supply of
chemicals during this not less than fourteen (14) day period and at time of turnover to
Owner, chemical storage tanks shall be full. (Owner's personnel shall be fully trained and
capable of assuming swimming pool maintenance tasks, training may begin before
Owner takes occupancy).
3.6 CLEAN-UP
A. Upon completion of swimming pool plaster, remove all materials, equipment and debris
occasioned by this Work and leave the job site in a clean and presentable condition.
Perform all such clean-up to the approval of the Owner’s Representative.
3.7 WARRANTY
A. All applicators must provide a minimum of five (5) year warranty for application and
workmanship additional to the manufacturer’s warranty for product.
END OF SECTION 13 1105
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 1
SECTION 13 1106 - SWIMMING POOL EQUIPMENT
PART 1 GENERAL
1.1 WORK INCLUDED
A. Swimming pool equipment items required for this Work as indicated on the Drawings
and specified herein.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully
engaged in the respective trade for at least five (5) years immediately prior to
commencement of the Work.
2. For actual construction operations, use only trained and experienced workers
with a minimum of three (3) years experience with the materials and methods
specified.
3. Provide at least one person who shall be present at all times during execution
of the work of this Section, with a minimum of five (5) years experience with
the type of materials being installed, the referenced standards, and who shall
direct all Work performed under this Section.
B. All equipment supplied or work performed shall comply with regulations governing
public swimming pools and spas as contained within the International Building Code,
latest edition.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300.
Requests for substitution shall conform with requirements of Article 1.10.A of Section
13 1100.
B. Required submittals include:
1. Swimming Pool Fittings as specified in Article 2.1 of this Section.
2. Swimming Pool Deck and Mechanical Equipment as specified in Article 2.2 of
this Section.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
D. The equipment shown on the plans represent the first listed items in the technical
specifications. The Contractor shall be responsible for all required field coordination
and installation of any approved equal product to provide a fully working and
warranted system. The Contractor shall submit detailed shop drawings for any
products used other than the first listed specified items. Contractor provided shop
drawings shall include details and quality equal to the original plans and construction
documents. The Contractor shall provide any and all required engineering including
but not limited to structural and anchorage requirements for any proposed equipment
other than the first listed specified equipment. The Contractor is responsible to
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 2
provide a factory certified representative(s) to start-up and provide on-site training for
all swimming pool mechanical equipment provided.
1.4 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool equipment items
before, during and after installation and to protect the installed work specified in other
Sections. Where equipment is to be reused care should be taken during the demolition
phase to remove and store the equipment for re-installation.
B. Replacements: In the event of damage or loss, immediately make all repairs and
replacements necessary to the approval of the Owner’s Representative.
PART 2 PRODUCTS
2.1 FITTINGS
A. Wall Return Inlet 1-1/2” Adjustable: StaRite #08429-0000, United Industries, or
approved equal. Thirty four (34) required.
B. Gutter Grates: 4" NDS Spee-d Grate #241 gray in color cut to fit. Prior to removal and
replacement of all gutter grates test fit and report to Architect.
2.2 DECK EQUIPMENT
A. Starting Platforms: ‘Spectrum’ #57741 Dual post record breaker with side step and
32” x 24” stainless steel non-slip top white in color. Contractor to coordinate field
dimensions and starting block requirements with spectrum and bulkhead manufacturer.
Ten (10) required. SEE ADD ALTERNATE ‘D’ -01 2300
B. Starting Platform Anchors: ‘Spectrum’ dual post welded anchor, 316 stainless steel,
custom length with caps and removal key. Contractor to coordinate field dimensions
and starting block requirements with spectrum and bulkhead manufacturer. Twenty
(20) required.
C. Stanchion Sockets: 1.90" I.D. Bronze. KDI-Paragon 38201TC, no known equal. Eight
(8) required. SEE ADD ALTERNATE ‘B’ -01 2300
D. Stanchion Posts: 1.90" O.D. x .145 wall. KDI-Paragon Eight (8) #38106 and Eight (8)
#38301, no known equal. SEE ADD ALTERNATE ‘B’ -01 2300
E. Backstroke Pennants: ‘Champion’ 3/16” diameter vinyl coated cable #50-
175; ‘Champion’ hardware package #53-030, and ‘Champion’ 12” x 18” vinyl
coated polyester pennants #53-020 Lincoln Equipment, Knorr Systems or
equal. Two (2) sets required. SEE ADD ALTERNATE ‘B’ -01 2300
F. Commercial Cup Anchor: Spectrum Stainless Steel Shortee Recessed Rope Anchor
no known equal. Eighteen (18) required.
G. Cross-Braced Ladder: Spectrum Heavy Duty 1.90" O.D. x .045 wall Custom 36” (Field
Verify), no known equal. Four (4) required.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 3
H. Cross-Braced Ladder #2: Spectrum Heavy Duty 1.90" O.D. x .045 wall Custom 38”
(Field Verify), no known equal. Four (4) required.
I. Anchor Sockets for Hand Rails & Ladders: Spectrum #24010, no known equal. Ten
(10) required.
J. Ladder Hinge: Spectrum #57342, no known equal. Sixteen (16) required.
K. Stainless steel Escutcheon Plates for Grab Rails, Hand Rails & Ladders: Spectrum
Model #35214, no known equal. Forty two (42) required.
2.3 COMPETITION POOL CIRCULATION PUMP STRAINER
A. ‘Pro-Strainer’ Neptune Benson SS basket strainer, with two (2) pairs of stainless steel
strainer baskets, acrylic lid, and stainless steel eyebolts. Pressure tested to 50 P.S.I.
10” x 8” standard strainer PSV1008SC-C. One (1) required.
2.4 COMPETITION POOL CIRCULATION PUMP
A. Paco #60951, 6” x 8” x 9 1/2” type LC, 30 hp, 460 volt, 3 phase, 1,750 RPM, 60 Hz.,
TEFC; Horizontally mounted, close coupled pump. Bronze fitted, stainless steel shaft,
fuse coat epoxy all wetted surfaces. Rated at 1,513 GPM @ 60' T.D.H. One (1)
required. Paco, Aurora, or approved equal. Provide ‘Neptune Benson’ Green drive
variable speed drive B2 system 28” x 19” x 12” deep. Coordinate mounting location to
maintain required clearances, 460V 3PH.
2.5 COMPETITION POOL FILTRATION SYSTEM (OFCI)
A. Filter Tank:
1. 'Neptune Benson' Defender Series Regenerative Filter; SP-49-48-1584 Perlite
Filter system with 1,211 sq. ft. of filter area rated at 1,513 gpm at 1.24 gpm/sq.ft.
with dry media vacuum system, filter regulator, gauge panel, auto filter bump
controller and pneumatic valves.
2. Contractor to furnish and install 10'' face piping, 2'' backwash to waste, 6”
precoat loop with 12” segment of clear 6” PVC, seismic anchorage, 5 HP
Neptune Benson sewage evacuation pump #393A-95 230/460v 3PH, utilities,
piping, valving, compressor feed lines, 96lbs. perlite media, etc. for complete
operation.
B. Hardware:
1. All fasteners (nuts, bolts, washers) employed in the system and components of
the system shall be provided by the filter manufacturer, all of which shall be
cadmium plated.
C. Instructions:
1. Printed and bound operating, installation and service manuals with exploded
parts lists shall be supplied with the filter system.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 4
D. Start-Up:
1. The manufacturer of the filtration system shall provide his services, or those of
his locally appointed factory representative, for one day at the time of start-up of
the filter system. The start-up shall include adjustments to the filter system and
all of its controlling components, calibration and set up of the microprocessor
and instructions to the Owner’s Representative and operators of the filter
system.
2. The factory or its local service representative shall visit the filter system
installation prior to the completion of one years service. With the Owner’s
Representative and operator, the factory/representative will inspect all of the
filter system components for signs of wear/malfunction at that time. Any and all
worn or malfunctioning items shall be replaced at no expense to the Owner’s
Representative. The representative will thoroughly instruct the Owner’s
Representative/operator on annual service procedures for the filtration system,
all at no expense to the Owner’s Representative.
2.6 THERAPY POOL CIRCULATION PUMP STRAINER
A. ‘Pro-Strainer’ Neptune Benson SS basket strainer, with two (2) pairs of stainless steel
strainer baskets, acrylic lid, and stainless steel eyebolts. Pressure tested to 50 P.S.I.
4” x 3” standard strainer PSV0403SC-C. One (1) required.
2.7 THERAPY POOL CIRCULATION PUMP
A. Paco #30957, 3” x 4” x 9 1/2” type LC, 5 hp, 460 volt, 3 phase, 1,750 RPM, 60 Hz.,
TEFC; Horizontally mounted, close coupled pump. Bronze fitted, stainless steel shaft,
fuse coat epoxy all wetted surfaces. Rated at 214 GPM @ 60' T.D.H. One (1)
required. Paco, Aurora, or approved equal. Provide ‘Neptune Benson’ Green drive
variable speed drive A5 system 18” x 19” x 10” deep. Coordinate mounting location to
maintain required clearances, 460V 3PH.
2.8 THERAPY POOL FILTRATION SYSTEM (EXISTING)
A. Filter Tank:
1. 'Neptune Benson' Defender Series Regenerative Filter; SP-27-48-487 Perlite
Filter system with 381sq. ft. of filter area rated at 214 gpm at 1.78 gpm/sq. ft.
with ½ hp sewage evacuation pump, dry media vacuum system, filter regulator,
gauge panel, auto filter bump controller and pneumatic valves.
2. Contractor to furnish and install 4'' face piping, 2'' backwash to waste, 4” precoat
loop with 12” segment of clear 4” PVC, seismic anchorage, utilities, piping,
valving, compressor feed lines, 30lbs. perlite media, etc. for complete operation.
B. Hardware:
1. All fasteners (nuts, bolts, washers) employed in the system and components of
the system shall be provided by the filter manufacturer, all of which shall be
cadmium plated.
C. Instructions:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 5
1. Printed and bound operating, installation and service manuals with exploded
parts lists shall be supplied with the filter system.
D. Start-Up:
1. The manufacturer of the filtration system shall provide his services, or those of
his locally appointed factory representative, for one day at the time of start-up of
the filter system. The start-up shall include adjustments to the filter system and
all of its controlling components, calibration and set up of the microprocessor
and instructions to the Owner’s Representative and operators of the filter
system.
2. The factory or its local service representative shall visit the filter system
installation prior to the completion of one years service. With the Owner’s
Representative and operator, the factory/representative will inspect all of the
filter system components for signs of wear/malfunction at that time. Any and all
worn or malfunctioning items shall be replaced at no expense to the Owner’s
Representative. The representative will thoroughly instruct the Owner’s
Representative/operator on annual service procedures for the filtration system,
all at no expense to the Owner’s Representative.
2.9 THERAPY POOL JET BOOSTER PUMP STRAINER
A. ‘Pro-Strainer’ Neptune Benson SS basket strainer, with two (2) pairs of stainless steel
strainer baskets, acrylic lid, and stainless steel eyebolts. Pressure tested to 50 P.S.I.
4” x 3” standard strainer PSV0403SC-C. One (1) required.
2.10 THERAPY POOL JET BOOSTER PUMP
A. Paco #30957, 3” x 4” x 9 1/2” type LC, 5 hp, 460 volt, 3 phase, 1,750 RPM, 60 Hz.,
TEFC; Horizontally mounted, close coupled pump. Bronze fitted, stainless steel shaft,
fuse coat epoxy all wetted surfaces. Rated at 214 GPM @ 60' T.D.H. One (1)
required. Paco, Aurora, or approved equal.
2.11 KIDS POOL CIRCULATION PUMP STRAINER
A. ‘Pro-Strainer’ Neptune Benson SS basket strainer, with two (2) pairs of stainless steel
strainer baskets, acrylic lid, and stainless steel eyebolts. Pressure tested to 50 P.S.I.
4” x 3” standard strainer PSV0403SC-C. One (1) required.
2.12 KIDS POOL CIRCULATION PUMP
A. Paco #30957, 3” x 4” x 9 1/2” type LC, 7.5 hp, 460 volt, 3 phase, 1,750 RPM, 60 Hz.,
TEFC; Horizontally mounted, close coupled pump. Bronze fitted, stainless steel shaft,
fuse coat epoxy all wetted surfaces. Rated at 295 GPM @ 60' T.D.H. One (1)
required. Paco, Aurora, or approved equal. Provide ‘Neptune Benson’ Green drive
variable speed drive A5 system 18” x 19” x 10” deep. Coordinate mounting location to
maintain required clearances, 460V 3PH.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 6
2.13 KIDS POOL FILTRATION SYSTEM (OFCI)
A. Filter Tank:
1. 'Neptune Benson' Defender Series Regenerative Filter; SP-27-48-487 Perlite
Filter system with 381sq. ft. of filter area rated at 295 gpm at .77 gpm/sq. ft. with
dry media vacuum system, filter regulator, gauge panel and auto filter bump
controller and pneumatic valves.
2. Contractor to furnish and install 4'' face piping, 2'' backwash to waste, 4” precoat
loop with 12” segment of clear 4” PVC, seismic anchorage, 5 HP Neptune
Benson sewage evacuation pump #393A-95 230/460v 3PH, utilities, piping,
valving, compressor feed lines, 30lbs. perlite media, etc. for complete operation.
B. Hardware:
1. All fasteners (nuts, bolts, washers) employed in the system and components of
the system shall be provided by the filter manufacturer, all of which shall be
cadmium plated.
C. Instructions:
1. Printed and bound operating, installation and service manuals with exploded
parts lists shall be supplied with the filter system.
D. Start-Up:
1. The manufacturer of the filtration system shall provide his services, or those of
his locally appointed factory representative, for one day at the time of start-up of
the filter system. The start-up shall include adjustments to the filter system and
all of its controlling components, calibration and set up of the microprocessor
and instructions to the Owner’s Representative and operators of the filter
system.
2. The factory or its local service representative shall visit the filter system
installation prior to the completion of one years service. With the Owner’s
Representative and operator, the factory/representative will inspect all of the
filter system components for signs of wear/malfunction at that time. Any and all
worn or malfunctioning items shall be replaced at no expense to the Owner’s
Representative. The representative will thoroughly instruct the Owner’s
Representative/operator on annual service procedures for the filtration system,
all at no expense to the Owner’s Representative.
2.14 FILTER BUMP COMPRESSOR
A. 2hp / 20 gallon Neptune Benson belt driven air compressor #12213 115v 1PH with
cast iron frame and tank.
B. Water separator Neptune Benson #AMG350,
C. Compressor shall be installed with individual feed lines and valves to each filter so that
each may be operated independently
2.15 COMPETITION POOL CHLORINE FEED/STORAGE
A. Provide 'Chem-tainer' 200 gallon #TC5951DC; dual storage/containment with lid
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 7
seismically restrained; (1,666 lbs.). Complies with Fed. Reg. #40CFR-264-193. Feed
pumps shall be 'Stenner' #85-M5, 170 GPD @ 80 psi with FRP Shelf brackets. Two (2)
feed pumps required.
2.16 THERAPY POOL CHLORINE FEED/STORAGE
A. Provide 'Chem-tainer' 200 gallon #TC5951DC; dual storage/containment with lid
seismically restrained; (1,666 lbs.). Complies with Fed. Reg. #40CFR-264-193. Feed
pumps shall be 'Stenner' #45-M3, 45 GPD @ 80 psi with FRP Shelf brackets. One (1)
feed pump required.
2.17 KIDS POOL CHLORINE FEED/STORAGE
A. Provide 'Chem-tainer' 200 gallon #TC5951DC; dual storage/containment with lid
seismically restrained; (1,666 lbs.). Complies with Fed. Reg. #40CFR-264-193. Feed
pumps shall be 'Stenner' #45-M3, 45 GPD @ 80 psi with FRP Shelf brackets. One (1)
feed pump required.
2.18 ACID STORAGE/ FEED SYSTEM
A. ‘Stenner’ #45M-HP10; 10 GPD at 100 PSI fed from dual contained 30 gallon carboy.
Three (3) total. Provide acid fume separator ‘Prominent’ PN1009987 with two (2)
replacement packs of absorbent material PN1010500. Provide FRP shelf bracket for
feed pumps. Provide ‘Justrite’ #8960022; Chemcor corrosive/acids safety cabinet, 60
gallon capacity. 34”W x 65”H x 34”D.
2.19 COMPETITION /THERAPY/KIDS POOL WATER CHEMISTRY CONTROLLERS
Three (3) total
A. 'Becsys 5' with ethernet and auto-fill water level controller. Installed per manufacturer's
recommendations in coordination with Neptune Benson for interconnection to filter
controller, VFD, UV controller and heat exchanger bypass valves. One (1) total. 'Becs
Technology', 'Impact', 'Wallace & Tiernan' or approved equal.
B. Start-up and Warranty:
1. The system shall be provided with an illustrated installation, operating and
maintenance manual. Drawings and detailed written description of features
and operating phases of the control system shall be a part of the operating
and maintenance manual.
2. The control system shall be provided with on-site start-up, on-site operator
training, and one (1) year of on-site warranty service, all of which shall be
performed by a representative trained and authorized by the controller’s
manufacturer.
3. The system shall carry a twenty four (24) month limited warranty against
defects in material and workmanship for all components including electronics,
flowcell assembly and probes.
2.20 CARBON DIOXIDE STORAGE/FEED SYSTEM(S)
A. Provide operating weight = 750lb. cryogenic Carbo-max high flow storage tank with
seismic restraint and remote fill port. Provide EKO³ PH-MTS CO₂ high efficiency feed
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 8
system with alkalinity control, 0 to 160 SCFH feed capacity booster pump, piping
injector, flowmeter, relays and acid feed alkalinity control. Three (3) systems required.
2.21 COMPETITION POOL ULTRA VIOLET TREATMENT SYSTEM:
A. 'ETS’ Eco-Flo II #ECF-230-12VTHY, 1,680 GPM flow rate, 316 SS, 12'' flanged
connection in-line UV with (2) 2.5kW lamps, quartz wipers and control panel at 480V
3PH. Provide piping bypass, valving, ETS EZCLN-10 glass strainer with motor actuation,
and installation piping per manufacturers recommendations. One (1) system total.
2.22 THERAPY POOL ULTRA VIOLET TREATMENT SYSTEM: (EXISTING)
A. ‘Siemens’ Barrier, 300 GPM flow rate, 316 SS, 4'' flanged connection in-line UV.
B. Provide piping bypass, valving, ETS EZCLN-4 4” glass strainer, suspended ceiling
supports and installation per manufacturers recommendations. One (1) system total.
2.23 THERAPY POOL ULTRA VIOLET TREATMENT SYSTEM: (NEW)
A. 'ETS’ Eco-Flo II #ECF-210-4VTHY, 350 GPM flow rate, 316 SS, 4'' flanged connection
in-line UV with (2) 1kW lamps, quartz wipers and control panel at 208V 3PH. Provide
piping bypass, valving, ETS EZCLN-4 glass strainer with lever actuation, and installation
piping per manufacturers recommendations. One (1) system total
SEE ADD ALTERNATE ‘G’ -01 2300
2.24 KIDS POOL ULTRA VIOLET TREATMENT SYSTEM: (EXISTING)
A. ‘Siemens’ Barrier, 300 GPM flow rate, 316 SS, 4'' flanged connection in-line UV.
B. Provide piping bypass, valving, ETS EZCLN-4 4” glass strainer, suspended ceiling
supports and installation per manufacturers recommendations. One (1) system total.
2.25 KIDS POOL ULTRA VIOLET TREATMENT SYSTEM: (NEW)
A. 'ETS’ Eco-Flo II #ECF-210-4VTHY, 350 GPM flow rate, 316 SS, 4'' flanged connection
in-line UV with (2) 1kW lamps, quartz wipers and control panel at 208V 3PH. Provide
piping bypass, valving, ETS EZCLN-4 glass strainer with lever actuation, and installation
piping per manufacturers recommendations. One (1) system total
SEE ADD ALTERNATE ‘F’ -01 2300
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to installing the items of this Section, carefully inspect the installed Work of
other trades and verify that all such Work is complete to the point where this
installation may properly commence.
2. Verify that the swimming pool equipment items may be installed in strict
accordance with original design, pertinent codes and regulations, and the
manufacturers' recommendations.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 9
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner’s Representative’s
Representative.
2. Do not proceed with installation in areas of discrepancy until all such
discrepancies are fully resolved.
3. Failure to notify the Owner’s Representative’s Representative and give written
notice of discrepancies shall constitute acceptance by the Installer of existing
conditions as fit and proper to receive its Work.
3.2 INSTALLATION
A. Supply and install items of swimming pool equipment in strict accordance with
applicable codes and regulations, the original design, and the manufacturer's published
recommendations, anchoring firmly and securely for long life under hard use.
B. Coordinate with other trades to insure all imbedded items are set plumb and flush.
Railing ends must have anchor sockets and escutcheon plates. Be certain that deck
equipment and railings are properly bonded prior to imbedding.
C. All equipment shall be braced and/or anchored to resist a horizontal force acting in any
direction using the criteria shown on the Drawings.
3.3 INSTRUCTION
A. The Contractor shall provide a factory certified representative(s) to start-up and certify
proper installation, operation and full warranty status of all swimming pool mechanical
equipment. The Contractor shall provide not less than two 8-hour days of on-site
training for facility staff in the operation and maintenance of the swimming pool
mechanical equipment and systems. The two 8-hour days shall be separated by a
minimum of seven calendar days and be completed within the 14-day start-up period.
3.4 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon
filling of pool after plaster. Chemicals and other related support items as supplied by
Contractor, shall be in supply at start-up.
B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all
plastered surfaces at least twice a day and coordinate with General Contractor to
ensure that the plaster is carefully maintained after the initial fourteen day period. In
addition, coordinate with the Contractor to ensure that pool filtration equipment is
continuously running during the initial fourteen day period.
C. Start-up and provide qualified personnel to operate pool equipment for a period not
less than fourteen (14) days after the pool is placed in operation, or until the Owner
takes occupancy of the facility or letter of substantial completion. During this time,
Contractor shall instruct and supervise the Owner's personnel in the various
operating and maintenance techniques involved. Contractor shall be responsible for
supply of chemicals during this not less than fourteen (14) day period and at time of
turnover to Owner, chemical storage tanks shall be full. (Owner's personnel shall be
fully trained and capable of assuming swimming pool maintenance tasks, training
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL EQUIPMENT 13 1106 - 10
may begin before Owner takes occupancy).
3.5 CLEAN-UP
A. Upon completion of swimming pool equipment, remove all debris, materials and
equipment occasioned by this Work to the approval of the Owner’s Representative’s
Representative.
END OF SECTION 13 1106
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 1
SECTION 13 1107 - SWIMMING POOL MECHANICAL
PART 1 GENERAL
1.1 WORK INCLUDED
A. Swimming pool mechanical piping as indicated on the Drawings for circulation and
filtration systems, pool water heating systems, chemical control systems, booster pump
systems and appurtenances.
B. Domestic water system from points of connection within swimming pool mechanical
equipment room to make-up water system.
C. Filter backwash piping to point of connection with backwash retention pit as required.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards:
1. All equipment supplied or work performed shall comply with the International Building
Code, latest edition.
2. Work shall be performed in accordance with the applicable editions of all National,
State and local codes, laws, regulations and ordinances, including the following:
a. American National Standards Institute (ANSI).
b. American Society for Testing Materials (ASTM).
c. American Waterworks Association (AWWA).
d. American Welding Society (AWS).
3. Do not construe anything in the Drawings or Specifications to permit Work not
conforming to these requirements.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitutions shall conform with requirements of Article 1.10.A of Section 13 1100.
B. Required submittals include:
1. Pipe and Fittings as specified in Article 2.2 of this Section.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 2
2. Valves as specified in Article 2.3 of this Section.
3. Pressure / Vacuum Gauges as specified in Article 2.4 of this Section.
4. Pipe Hangers and Supports as specified in Article 2.5 of this Section.
5. Sleeves and Waterstops as specified in Article 2.6 of this Section.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened
containers with all labels intact and legible.
B. Storage: Store all materials under cover in a manner to prevent damage and
contamination, and store only the specified materials at the Project site.
C. Protection: Use all means necessary to protect swimming pool mechanical items before,
during and after installation and to protect the installed Work specified in other Sections.
D. Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Owner and at no additional cost to the Owner.
1.5 JOB CONDITIONS
A. Cooperate with entities performing Work specified in other Sections to so that no conflict
of new construction or occupied space may occur. Should any installation Work be done
without such craft coordination, that Work so installed shall be removed and re-installed.
PART 2 PRODUCTS
2.1 PRODUCT QUALITY
A. Materials and equipment shall be new, of the best quality for the purpose intended, and
shall be clearly marked with the manufacturer's name and nameplate data or stamp and
rating. As far as practicable, materials and equipment shall be of one manufacturer.
2.2 PIPE AND FITTINGS
A. PVC Schedule 40: Type 1, normal impact, NSF approved for solvent welding
applications, ASTM Specification D-1785, color shall be white. Dura, Lasco, or approved
equal.
B. PVC Schedule 80: Type 1, normal impact, NSF approved for solvent welding applications,
ASTM Specification D-1785, color shall be gray. Dura, Lasco, or approved equal.
C. PVC DR25: Conforming to ATSM D-1784, use with epoxy coated bell and spigot-type
fittings or epoxy coated mechanical joint by flange adapters with epoxy coated cast iron
fittings as specified in Article 2.02 (F), below. Johns-Manville "Big Blue", Diamond
Plastics, or approved equal.
D. Copper Tubing: ASTM Specification B-88, hard drawn, with ANSI Standard B16.22 wrot
copper fittings.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 3
E. Steel: ASTM Specification A-120, Schedule 40 black or galvanized pipe with ASTM A-47
150 lb. banded malleable iron threaded fittings.
F. Cast Iron: ASTM Specification B16.1, cast iron flanged fittings, provide epoxy coating as
required for use with chlorinated water.
2.3 VALVES
A. Ball Valves:
1. For pool system: True-Union design, PTFE seat material with FPM or FKM Double
O-ring stem seals, locking handle, NSF certified. PVC schedule 80 body for below
grade installation. CPVC Schedule 80 body for above grade installation. Furnish
ball valves on all pip diameters 2 ½” or less with a rating of at least 200psi at 73° F,
Asahi Pool-Pro, Ipex or Nibco.
2. For copper pipe system: 3-piece full-port Bronze body valve with Teflon seat,
‘Apollo’, ‘Nibco’ or approved equal.
B. Butterfly Valves:
1. Epoxy coated cast or ductile iron body, 316 stainless steel disc and stem, viton seat
material, furnish hand wheel/gear operators on all valves 8" and larger. DeZurick,
Keystone, or Asahi Pool Pro or Ipex.
2. PVC body, PVC disc and EPDM construction suitable for chlorinated water
applications. Stem shall be of 316 stainless steel and non-wetted. Valves shall be
self-gasketed design with a convex sealing arrangement. Valves 1-1/2” – 10” shall
be rated to 150 psi and 12” valves shall be rated to 100 psi at 70°F. Asahi Pool-Pro,
no known equal.
C. Check Valves: Wafer-type, epoxy coated cast or ductile iron body, 316 stainless steel
plates and shaft, viton seat material. Centerline, Metraflex, or approved equal.
D. Surge Chamber Float Valve: EPD #2-0020-019 Float Control Valve, 8" line size, as
manufactured by Environmental Products Division of Doughboy Recreational, Rancho
Cucamonga, CA, no known equal.
E. Surge Chamber Isolation Valve: Butterfly valve, tapped lug type, bronze body, stainless
steel stem, bronze disc, phenolic back-up ring, EPT seat material. Provide stainless steel
shaft extension, shaft housing and tool operator located 2’-0” above floor level with deck
access grate as required. DeZurick, Keystone, Asahi Pool-Pro, Ipex or approved equal.
F. RP Backflow Preventer: Febco #835-B for 2" and smaller; #825 for 2-1/2" and larger.
Febco, Watts, or approved equal.
G. Make-up Water Control: Cla-Val make-up water control valve with ductile iron
body/cover, bronze trim, globe pattern, Buna-N rubber seals. Pilot system materials to
consist of bronze/brass with stainless steel wetted parts and Buna-N rubber seals.
2.4 PRESSURE / VACUUM GAUGES
A. Furnish and install pressure and vacuum gauges on the discharge and suction sides of all
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 4
pumps. 2” or 2 1/2" diameter dial, bottom connection, chrome ring, shut-off cock and
snubber. Ranges shall be selected to indicate between mid-point and two-thirds of
maximum range under design conditions. Marsh, Trerice, or approved equal.
2.5 PIPE HANGERS AND SUPPORTS
A. General:
1. The requirements of this Section relates to various requirements of the Agreement,
General and Supplementary Conditions, Specifications, Drawings, and modifying
documents which are part of the Construction Contract. Responsibility for
coordination of all such applicable requirements will be that of the Contractor.
B. Description:
1. This section provides guidelines and limitations for the support of all mechanical,
electrical, plumbing or architectural items from the building structure, and for the
seismic bracing of such items.
2. Design and install all support and bracing systems as required for the swimming pool
systems. Provide for attachment to portions of the building structure capable of
bearing the loads imposed. Design these systems to not overstress the building
structure.
C. Quality Assurance:
1. Design and install all support systems to comply with the requirements of the
International Building Code.
2. Seismic bracing is to be designed by a professional engineer licensed in the State of
Colorado.
3. For the seismic bracing of mechanical, electrical and plumbing system, refer to
“Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping
Systems” by Sheet Metal and Air conditioning Contractors National Association, Inc.,
(SMACNA) for guidelines.
D. Submittals:
1. Submit shop drawings for all substructures and attachment methods.
2. Submit proposed alternative methods of attachment for review and approval by the
Architects, prior to deviating from the requirements given below.
3. For all pipe hangers and support systems, submit structural calculations and details
which include all resultant forces applied to the building structure and are prepared
and signed by the Contractor’s licensed Colorado professional engineer.
Calculations will be reviewed for compliance with design criteria, not for arithmetic.
E. Materials:
1. Use Kin-Line, Grinnel, or approved equal.
2. Support all pipelines individually with hangers, each branch having at least one
hanger. Lateral brace as noted and required.
3. Support piping near floor with steel stanchions welded to end plates secured to pipe
and floor.
4. Support vertical piping at each floor level. Install coupling in piping at each support.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 5
Coupling shall rest on and transmit load to support. Isolate copper from steel
supports with vinyl electrician's tape around pipe and coupling.
5. Use Stoneman "Trisolator," Unistrut, or approved equal, isolators at each hanger and
other support points on bare copper tubing system.
6. For PVC pipe, space hangers four (4) feet apart for pipe sizes 1" and under, five (5)
feet apart for pipe sizes 1-1/4" to 2", and six (6) feet apart for pipe sizes over 2".
Space hangers for horizontal pipes at a maximum of six (6) feet for copper 2" and
smaller and for steel 1-1/4" and smaller; ten (10) feet for copper 2-1/2" and larger
and for steel 1-1/2" and larger.
7. Size hanger rods, screws, bolts, nuts, etc., according to manufacturer's sizing charts.
8. Trapeze hangers may be used for parallel lines.
9. Use galvanized or cadmium plated hangers, attachments, rods, nuts, bolts, and
other accessories in pool mechanical room, high humidity areas, or where exposed
to weather. Hot dip galvanize all items which are not factory furnished. Plating for
hinged movements must be done at the factory.
10. Lateral Bracing: To prevent swaying of the piping systems, provide angle iron
bracing and anchor into wall or overhead framing. Piping shall be braced or
anchored in such a way as to resist a horizontal force of 50% of its operating weight
in any direction.
11. Do not use wire or other makeshift devices for hangers.
12. Furnish all substructures and fasteners required to comply with the limitations given
below. Use material as specified in the various sections and as appropriate to their
use.
F. Guidelines & Limitations:
1. Each Contractor will coordinate the load requirements from all subcontractors so that
no combination of loads overstresses the building structure or exceed the limitations
given below.
2. Concrete Structure:
a. Support all loads hung from concrete structure with cast-in-place inserts, unless
drilled-in anchors are specifically approved in writing prior to placing the
concrete.
b. Concrete anchors must not penetrate into reinforcing bars. Where the anchors
boring indicates the presence of reinforcing bar, patch hole with an epoxy type
grout and relocate anchor 12 diameters away.
c. Individual expansion anchors cannot support any loads greater than 300
pounds or manufacturer’s specified load capacity without approval.
3. Steel Structure:
a. Hang no more than 20 pounds per metal deck rib in any span.
b. At beams, hang all beam loads greater than 40 pounds concentric to beam, not
off the flanges.
c. Attached no loads to the beams or girders greater than the following without
specific approval from the architect;
i. Roof beams and girders: 300 pound point load or 600 pound total load
for a single span.
G. Seismic Bracing:
1. Design and install seismic bracing to not ground out vibration and sound isolation
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 6
systems.
2. All items of mechanical and electrical equipment 60” or more in height are to be
seismically braced whether such bracing is shown or not.
2.6 SLEEVES AND WATERSTOPS
A. Provide sleeves where work of this Section passes through fire rated partitions, floors and
ceilings, concrete slabs or exterior of structure. Caulk clearance space using sealant
appropriate for application in conformance with manufacturer's recommendations and
Title 24 of California Code of Regulations. 3m, Dow Corning, or approved equal. In lieu
of sleeves and caulking, "Link Seal" products may be used.
B. Provide prefabricated waterstops as indicated on the Drawings at all pipe penetrations
through structures containing stored water (i.e., swimming pools, balance/surge tanks,
etc.) to insure leak-proof seals.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to Work of this Section, carefully inspect the installed Work of other trades and
verify that such work is complete to the point where this installation may properly
commence.
2. Verify that items of this Section may be installed in accordance with the original
design and referenced standards.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner’s Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
have been fully resolved.
3. Failure to notify the Owner’s Representative and give written notice of discrepancies
shall constitute acceptance by the Contractor of existing conditions as fit and proper
to receive his work.
3.2 ABBREVIATIONS AND SYMBOLS
A. Abbreviations and symbols on the Drawings are those most commonly used. Obtain
clarification from the Owner’s Representative on any questionable items before bid.
3.3 GENERAL PIPING REQUIREMENTS
A. Size any section of pipe for which size is not indicated or any intermediate section
erroneously shown undersized the same size as the largest pipe connecting to it. Sizes
listed are nominal.
B. Cut pipe accurately to job measurements and install without springing or forcing, true to
line and grade, generally square with building and/or structures and adequately supported
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 7
to prevent undue stress on pipe, fittings and accessories.
C. Make changes of direction with manufactured fittings. Street ells, bushings, reducing
flanges, close nipples or bending of pipe is not allowed.
D. Use great care to install piping in accordance with best practice. Plastic pipe shall be
“snaked” in trenches to allow for thermal expansion.
E. All above grade, below grade and buried or imbedded PVC shall be installed using
solvent weld fittings. Also, each and every fitting and pipe end shall be prepared with
solvent primer. Fittings shall be joined individually and with enough time between
assembly of adjacent joints to allow them to seal solidly. After joining, an even ring of
primer must be visible around the entire fitting. If any fittings are installed without visible
primer, the fitting shall be removed and discarded and piping recut, rechamfered and joint
made up again using a new fitting. All procedures, methods and techniques used to
make up solvent weld joints shall be in strict accordance with manufacturer's
recommendations.
F. Arrange pipe and hangers to allow for expansion, contraction and structural settlement.
No pipe shall contact structure except penetrations as shown on the Drawings.
G. Provide dielectric connections between copper and dissimilar metals. In copper systems,
threaded piping including connections to equipment shall be brass pipe and fittings.
Install dielectric connections in vertical sections of piping only.
H. Run pipe full size through shut-off valves, balancing valves, etc. Change pipe size within
three (3) pipe diameters of final connection to control valves, fixtures and other
equipment.
I. Provide unions or flanges at connections to equipment, on service side of valves and
elsewhere as required to facilitate ease of maintenance.
J. Locate equipment shut-off valves as close to equipment as possible maintaining easy
valve access.
K. Make all connections between domestic water systems and equipment or face piping with
approved backflow prevention devices as required.
L. All PVC pipe exposed to direct sunlight shall be painted with two coats of Exterior Acrylic
Semi-gloss Paint, Sherwin Williams or equal. Color to be selected by the Architect. Prior
to painting the PVC pipes, the exterior of all PVC pipes shall be wiped with Methyl Ethyl
Ketone, or an approved equal, to remove the glaze from the pipes.
M. The Main Drain pipe must run either level or uphill from the main drain sump, through the
surge pit (if applicable) and then to the circulation pump.
3.4 TRENCH EXCAVATION AND BACKFILL
A. Excavation:
1. Excavate and backfill trenches as required for the Work of this Section. Conform to
requirements of Section 13 1101.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 8
2. The Contractor shall perform all excavation of every description and of whatever
materials encountered, to the depths indicated on the Drawings or as necessary.
The Contractor shall dispose of the excavated materials not required or suitable for
backfill as directed, and shall perform such grading as may be necessary to prevent
surface water from flowing into the trenches. The Contractor shall provide adequate
equipment for the removal of storm or subsurface waters, which may accumulate in
the excavated areas.
B. Trenching:
1. Excavate trenches to lines and grades as indicated on the Drawings and with banks
as nearly vertical as practicable.
2. Bottoms of trenches shall be accurately graded to provide uniform bearing on
undisturbed soil for the entire length of each section of pipe.
3. The width of the trench at and below the top of the pipe shall be such that the clear
space between the barrel of the pipe and the trench wall shall not exceed 8” on
either side of the pipe. The width of trench above the top of pipe may be wider if
necessary.
4. Over-depth excavations shall be filled with tamped sand to required grades.
5. Excavations of five (5) feet or more in depth shall be shored or supported in
conformance with rules, and regulations of State and Federal Governments. Shoring
shall be constructed, maintained and removed in a manner to prevent caving of the
excavation walls or other load on the pipe.
C. Backfilling:
1. Material for backfilling of pipes shall be approved granular material less than two (2)
inches in diameter obtained from the excavation. No material of a perishable,
spongy or otherwise unsuitable nature shall be used as backfill.
2. Backfilling of pipe trenches shall commence immediately after installation and testing
to preclude damage to the installed pipe. Backfill around pipe shall be carefully
placed so as not to displace or damage the pipe, and shall be carried up symmetri-
cally on each side of the pipe to one foot above the top of the pipe. The material
shall be carefully compacted or consolidated before additional backfill is placed.
3. Backfill above an elevation of one foot above the top of pipe in conformance with
requirements of Section 131101. Material for balance of backfill shall be approved
granular material less than six (6) inches in diameter taken from the excavation.
4. Unless otherwise indicated on the Drawings, all pipe shall have a minimum of
eighteen (18) inches of cover.
3.5 GENERAL EQUIPMENT REQUIREMENTS
A. Position equipment to result in good appearance and easy access to all components for
maintenance and repairs.
B. Install piping, flues, breeching and ducts so that they do not interfere with equipment
access.
C. Install level, secure and out of moisture. Provide shims, anchors, support straps, angles,
grouted bases, or other items as required to accomplish proper installation.
D. All screws, nuts, bolts and washers shall be galvanized, cadmium plated or stainless
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 9
steel. After fabrication, hot-dip galvanize unfinished ferrous items for outdoor, below
grade or other use subject to moisture.
E. Extend 1/2” Schedule 40 black steel pipe lubrication tubes from all hard to reach locations
to front of equipment or to access points. Terminate with proper type of lubrication fitting.
3.6 VALVES AND STRAINERS
A. If no shut-off is indicated, provide ball valves at inlet connections and balance valves at
outlet connections to fixtures and equipment. Provide proper valve trim for service
intended.
B. Use no solder end valves unless noted otherwise; provide adapters in copper tubing
systems.
C. Locate valves with stems above horizontal plane of pipe. In general, locate valves within
six (6) feet of floor, out from under equipment, in accessible locations with adequate
clearance around hand wheels or levers for easy operation.
D. Provide all valves, cocks and strainers, full pipe size unless indicated otherwise.
E. Provide hand wheel operators on all valves 6” and larger, under 6” lever operators may be
used.
F. Provide tool operated valve with stainless steel shaft extension and 'on deck' tool
operation for surge chamber butterfly isolation valve.
3.7 IDENTIFICATION OF PIPING
A. Identify each valve by a numbered brass tag with hole and brass chain mounted on valve
stem or handle. Tag to be a minimum of 1” in diameter and numbers at least 1/4” high
stamped into tag. Valves and plumbing lines shall be labeled clearly with the source or
destination descriptions.
B. Install an identification chart in a plastic or glass framed enclosure, which schematically
illustrates the proper operation of all piping systems and indicates number and location of
all valves and control devices within the system.
C. The direction of flow for the recirculation equipment shall be labeled clearly with
directional symbols such as arrows on all piping in the equipment area. Where the
recirculation equipment for more than one pool is located on site, the equipment shall be
marked as to which pool the system serves.
D. Paint plumbing per Colorado Health Department requirements.
a. Raw Water – Yellow
b. Filtered Water – Green
c. Waste Water – Black
d. Heated Water – Red
E. Paint:
a. Prep - All plumbing to be painted shall be treated with Acetone throughout
exterior surface.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 10
b. Primer –Dunn Edwards Ultra Shield Multi-Surface primer ULMS00– One Coat
c. Final Coat –Dunn Edwards Ultra Shield Interior / Exterior Low sheen paint ULSH40 –
One coat
3.8 TESTS
A. Perform tests in presence of Owner’s Representative with no pressure loss or noticeable
leaks.
B. Do not include valves and equipment in tests. Include connection to previously tested
sections if systems are tested in sections.
C. Perform tests as follows:
System Test
Pressure
Test
Medium
Duration
Skimmer Lines and
Lawson Main Drain sump lines
20psig Water* 4 hours
Pool Piping 50 psig Water* 4 hours
Pool Main Drains 30 psig Water* 4 hours
Domestic Water 150 psig Water* 4 hours
*Never test PVC pipe or fittings with air or other gases, always use water.
3.9 PIPE MATERIAL APPLICATION
A. PVC Schedule 40: Below grade swimming pool piping and domestic water piping up to
12” line size; use standard solvent weld fittings.
B. PVC Schedule 80: Above grade swimming pool piping up to 12” line size; use solvent
weld Schedule 80 or epoxy coated cast iron fittings.
C. Type L Hard Copper: Above grade domestic water piping.
D. CPVC Schedule 80; Pool Heater Piping.
E. Schedule 40 Steel: Natural gas piping.
3.10 CUTTING AND DRILLING
A. Cutting or drilling necessary for installation of Work of this Section shall be done only with
approval of Owner’s Representative.
3.11 CLOSING-IN OF UNINSPECTED WORK
A. Do not cover or enclose Work before testing and inspection. Re-open Work prematurely
closed and restore all Work damaged.
3.12 QUIETNESS
A. Quietness is a requirement. Eliminate noise, other than that caused by specified
equipment operating at optimum conditions, as directed by Owner’s Representative.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL MECHANICAL 13 1107 - 11
3.13 FLUSHING OF LINES
A. Flush or blow out pipes free from foreign substances before installing valves, stops or
making final connections. Clean piping systems of dirt and dust prior to initial start-up.
B. Just prior to plastering the pool, under the observations of the IOR, the pool mechanical
system shall be flushed using the pool circulation pump. Circulate water through the
mechanical system until the effluent water from the pool return heads runs clean.
3.14 CLEAN-UP
A. After all Work has been tested and approved, the Swimming Pool Subcontractor shall
thoroughly clean all parts of the equipment installations, including all pool pipe and fittings
in the pool mechanical room. Exposed parts shall be cleaned of cement, plaster and
other materials and all grease and oil spots removed with solvent.
B. The Swimming Pool Subcontractor shall remove debris from the Project site. Cartons,
boxes, packing crates and excess materials not used, occasioned by this work shall be
disposed of to the satisfaction of the Owner’s Representative.
C. If the above requirements of clean up are not performed to the satisfaction of the Owner’s
Representative, the Owner reserves the right to order the work done, the cost of which
shall be borne by the Swimming Pool Subcontractor.
END OF SECTION 13 1107
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 1
SECTION 13 1108 - SWIMMING POOL ELECTRICAL
PART 1 GENERAL
1.1 WORK INCLUDED
A. Provide labor, materials and equipment as required to install the swimming pool electrical
system including but not limited to:
1. A complete and operable system of service equipment, switchboards, panelboards,
conduits, switches, time clocks and wiring for power and lighting, motor control
centers.
2. Junction and/or pull boxes, conduits, disconnects, starters, contactors, wiring and
connection of all motors and mechanical equipment, including connection and wiring
of line voltage controls associated with the mechanical systems.
5. Complete grounding system as required and shown on the Drawings.
6. Adjusting and preliminary operation of the completed electrical system as described
in Article 3.06, A of this Section.
7. Cleaning of all completed Work and installation adjustment of all trim and decorative
items.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged in
the respective trade for at least five (5) years immediately prior to commencement of
the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Ordinances and Codes: Materials and construction shall conform with all applicable code
requirements, including:
1. National Electrical Code; Electrical Safety Orders of the State of Colorado;
Department of Industrial Relations; regulations of the State Fire Marshal; rules and
regulations of the Board of Underwriters of the Pacific.
2. International Building Code, latest edition.
C. Verification of Conditions:
1. The locations shown on the Drawings are diagrammatic only and the exact finish
location of equipment and materials cannot be indicated. Therefore, locations of all
Work and equipment shall be verified to avoid interferences, preserve head room
and keep openings and passageways clear. Changes shall be made in locations of
equipment and materials which may be necessary to accomplish these purposes.
D. Preliminary Operations and Testing:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 2
1. Motor driven equipment shall be tested for correct rotation and completion of all
connections.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitutions shall conform with requirements of Article 1.10.A of Section 13 1100.
B. Required submittals include:
1. Conduit and Fittings as specified in Article 2.2 of this Section.
2. Panelboards as specified in Article 2.6 of this Section.
3. Circuit Breakers as specified in Article 2.7 of this Section.
4. Motor Starters as specified in Article 2.10 and 2.11 of this Section.
5. Fuses as specified in Article 2.13 of this Section.
6. Time Clocks as specified in Article 2.14 of this Section.
7. Ground Fault Circuit Interrupters as specified in Article 2.15 of this Section.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened
containers with all labels intact and legible.
B. Storage: Store all materials under cover in a manner to prevent damage and
contamination, and store only the specified materials at the Project site.
C. Protection: Use all means necessary to protect swimming pool electrical materials
before, during, and after installation and to protect the installed Work specified in other
Sections.
PART 2 PRODUCTS
2.1 MATERIALS, GENERAL
A. Materials shall be new, in unbroken packages and bear the U.L. label of approval.
B. Equipment of one type shall be by same manufacturer. One type of equipment for
classifications such as:
1. Switchboards, panels, buss duct, disconnect switches and allied items.
2. Conduit.
3. Wire.
4. Conduit fittings.
5. Fixtures of the same general type.
6. Wiring devices.
2.2 CONDUIT AND FITTINGS
A. Conduit within or under buildings or where exposed outdoors shall be rigid threaded, hot
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 3
dipped, galvanized, or U.L. approved plastic except where noted otherwise on the
Drawings. Metallic conduit shall be of the same metal between outlets or terminals.
B. Use flexible metallic conduit only for short connections of motors and where specifically
called for on Drawings. Maximum length shall be 40". Use only liquid tight flexible metal
conduit. Install an unbroken #12 AWG insulated copper grounding conductor in each
liquid tight flexible conduit with permanent connection at motor junction box and service
panel ground.
C. Protect, before installation, metallic conduit runs in all slabs laid on grade or in contact
with the earth or exposed in damp locations, with two (2) heavy coats of asphaltum rust-
resisting compound.
D. Encase conduits 2-1/2" or larger run underground, outside, or under buildings, in concrete
envelopes a minimum of 3" thick, except as indicated otherwise on Drawings or stubouts.
Conduits 2 and smaller laid 18" below finish surface in soil.
E. Low voltage runs underground outside buildings, 1-1/4" or smaller, may be G.I. or
sherardized steel conduit, with machine applied wrapping equal to double wrap or Scotch-
Wrap #50 tape, half lapped and quadrupled at joints in lieu of concrete encasement.
F. Service conduits through foundations or concrete members shall run through metal
sleeves with adequate clearances for full movement of the conduit. Do not run conduits
through footings.
G. Secure conduits run exposed on surfaces with one hole heavy-duty straps or fasten with
matching fittings to inserts or trapezes, parallel to building walls and ceilings.
H. Cap all conduit or duct stub-outs with standard factory caps; except cap threaded steel
conduit with B.I. water pipe caps in outdoor locations.
I. Use conduit fittings as manufactured by Crouse-Hinds Company, Appleton Electric Co., or
approved equal.
J. Employ U.L. liquid tight fittings for use with liquid tight flexible metal conduit.
K. Use unions as manufactured by Appleton, O-Z/Gedney, or approved equal. The use of
running threads will not be permitted.
L. Exposed conduit in chemical rooms shall be rigid NEMA 3R Type suitable for installation
in corrosive atmospheres.
2.3 GROUNDING
A. Bond together and ground to a common ground at a single point all metallic conduit,
piping systems, pool reinforcing steel, metal parts of ladders, lifeguard stands, handrails
and their supports and the like. The bonding conductor shall not be smaller than #8
copper.
2.4 WIRING CONNECTIONS
A. Make connections without strain on conductors, allowing the conductors to take a natural
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 4
position after connections or taps are made. Include all strand of wire in making the
connection.
B. Make connections for wiring by one of the following means:
1. Make all taps or connections to conductors with compression type connectors except
those smaller than #8 B&S gauge may have soldered connections. Solderless
connections for #10 AWG or smaller may be used and shall be "Scotchlok",
Buchanan, or approved equal. For #8 AWG or larger, they shall be T&B "LockTite",
Burndy "Versitaps", or approved equal.
2. All cable or conductor terminal lugs shall be Burndy "Quicklug", Ilsco, or approved
equal. Two piece stamped lugs and solder lugs will not be approved.
3. Paint taped splices in damp or outdoor locations with two (2) coats of insulating
paint.
4. Tag all branch circuit wires with circuit number at the panelboard and at each point of
use with linen or plastic tags.
2.5 CONDUCTORS
A. Copper RHW or THW. Do not make splices between boxes.
2.6 COLOR CODING
A. Neutrals (identified conductors shall be white).
B. Phase conductors shall be red for phase B; blue for phase C.
C. Green shall be used for mechanical equipment and receptacle grounds only.
2.7 MOTOR WIRING
A. Make final connections to motors with the required AWG (Minimum #12), Flamenol
machine tool wire, 19 strand. Control wiring for equipment shall be Flamenol machine
tool wire, 19 strand of required AWG. Provide junction boxes at each item of equipment
to change from standard building wiring to machine tool wire.
B. Phase motors as proper in direction of rotation.
2.8 PANELBOARDS
A. Panelboards shall be flush or surface mounting as indicated with circuit breakers as shown
on panel schedule, hinged lockable doors, index card holders and proper bussing.
B. Where indicated on the drawings, panelboards shall be furnished with subfeed breakers
and/or lugs, split bussing, contractors, time switches, relays, etc., as required.
C. All panelboards shall be keyed alike.
D. All panelboards shall be finished with one coat of zinc chromate and coat of primer sealer
after a thorough cleaning where exposed to public view (e.g., corridors, covered passages,
offices, etc.) and gray in switchboard, janitor's heater and storage rooms. Prime coated
panelboard shall be painted to match surroundings after installation. Panelboards shall be
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 5
fabricated of sheet steel of the following minimum gauges: Doors and trim #12; enclosure -
code gauge steel.
E. Furnish all panelboards and terminal cabinets with Yale 46515 flush locks and LL806 keys
except where indicated otherwise herein. Fasten the trim to panel boards and terminal
cabinet by means of concealed, bolted or screwed fasteners accessible only when the door
is open.
F. Panelboards 208/120 volt, three phase, 4 wire, S/N or 120/240 volt, single phase, 3 wire,
S/N.
Panelboard types as manufactured by:
Westinghouse Type B10B
General Electric Type NLAB
Square D Type NQOB
G. Panelboards for 480/277 volt, three panes, 4 wire, S/N.
Panelboard types as manufactured by:
Westinghouse Type Pow-R-Line 2
General Electric Type AE
Square D Type NEHB
Sylvania Type NH1B
I.T.E. Type Approved Equal
H. Panelboard for bussing sizes thru 400 amp shall be 20" wide surface mounted type. Recess
mounted type shall have a 20" wide (maximum) recess metal enclosure with trim plate cover
extending 1" on all sides of enclosure. Depth shall be 5-3/4" nominal. Height of panel as
required for devices.
I. Provide 6" additional gutter space in all panels where double lugs are required, or where
cable size exceeds bus size. Minimum bottom gutter space shall be 6" high. 12" additional
gutter space may be required for aluminum feeders where used.
J. Panelboards shown on the drawings with relays, time clocks or other control devices shall
have a separate metal barriered compartment mounted above panel with separate hinged
locking door to match panelboard. Provide mounting sub-base in cabinet for control devices
and wiring terminal strips.
K. Panelboard shall have a circuit index card holder removable type, with clear plastic cover.
Index card shall have numbers imprinted to match circuit breaker numbers.
2.9 CIRCUIT BREAKERS
A. Breakers shall have a minimum short circuit interrupting rating of 10,000A symmetrical for
panelboard voltage thru 240 volt and 14000A for panelboards thru 600 volts or as specified
on the drawings. In no case shall the interrupting rating be less than the bus withstand
rating unless noted otherwise on the drawings.
B. Circuit breakers as manufactured by the following companies only are acceptable:
1. General Electric Company
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 6
2. Square D Company
3. Westinghouse Company
4. I.T.E. Company
C. Circuit breakers shall be arranged in the panels so that the breakers of the proper trip
settings and numbers correspond to the numbering in the panel schedules on the drawings.
Circuit numbers of breakers shall be black-on-white micarta tabs or other previously
approved method. Circuit number tabs which can readily be changed from front of panel will
not be accepted. Circuit number tabs shall not be attached to or be a part of the breaker.
D. Where two or three pole breakers occur in the panels, they shall be common trip units.
Single pole breakers with tie-bar between handles will not be accepted.
E. All circuit breakers shall be padlockable in the "off" position. Locking facilities shall be
riveted or mechanically attached to the circuit breaker (submit sample for approval). Other
means of attachment shall not be accepted without prior written approval of Architect.
F. Where branch circuit breakers supply the power to motors and signal systems, the breakers
shall be furnished with lockout clips, mounted in the "on" position. The breakers shall be
able to trip automatically with lockout clips in place.
G. Panelboard circuit breakers shall be bolt-on type.
2.10 BUSSING
A. Bussing shall be rectangular cross section copper, or full length silver or tin-plated
aluminum.
B. Bussing shall be braces to withstand symmetrical short circuit ratings as follows or as noted
on drawings. In no case shall bus short circuit bracing be less than specified circuit
breakers.
C. Each panelboard shall be equipped with a ground bus secured to the interior of the
enclosure. The bus shall have a separate lug for each ground conductor. No more than
one conductor shall be installed per lug.
2.11 TERMINAL CABINETS
A. Terminal cabinets shall be fabricated of code gauge sheet steel for flush mounting (except
where noted a surface) of size indicated on the drawings, and complete with hinged lockable
doors and the number of 2-way screw terminals required for termination of all conductors.
Terminal cabinet locks to operated form same key used for panelboards. The trim to
terminal cabinets shall be fastened by means of concealed bolted or screwed fasteners
accessible behind door to terminal cabinets. Terminal cabinets shall have 5/8" plywood
backing. Cabinets shall be finished with one coat of zinc chromate and one coat of primer
sealer after a thorough cleaning where exposed to public view Prime coated cabinets shall
be painted to match surroundings after installation.
B. Provide engraved nameplate on each cabinet indicating its designation and system (i.e.,
Swimming Pool - Panel ‘SP’).
2.12 MOTOR CONTROL INDIVIDUAL STARTERS
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 7
A. Manual Motor Starters:
1. Provide flush or surface mounting manual motor starters with number of poles and size
of thermal overload heaters as required for the motor being controlled (equipped with
overload heaters, one for each motor lead). Back boxes shall be supplied with all flush
mounting starters whether they are toggle type requiring only a 4" square outlet box or
the larger type requiring a special box and cover designed to accept the particular unit.
2. Unless otherwise noted on the drawings, all manual starters for single phase motors,
smaller than 1 h.p., shall be the compact toggle type. Manual starters for all single
phase motors, 1 to 5 h.p., and all three phase motors up to 5 h.p. shall be the heavy
duty type.
3. Where manual motor starter is shown with pilot light, the pilot light shall be installed in a
separate outlet box adjacent to the starter outlet, and engraved nameplate in indicate
function of pilot light.
4. The following motor starters as manufactured by:
Manufacturer Single Phase
1HP and Below
Others
Arrow Hart Type RL Type LL
General Electric CR 101 Class CR 1062
I.T.E. Class C10, C11 or C12 Class C20
Square D Company Class 2510, Type A Class 2510, Type B & C
Westinghouse Type MS Type A100
Allen Bradley Approved Equal Approved Equal.
B. Individual Magnetic Motor Starters:
1. Magnetic motor starters shall be A.C. line voltage, across-the-line units in NEMA Type I
enclosure, unless other types of enclosures are indicated.
2. All starters located outside of a building whether or not indicated shall be W.P.
(weatherproof), and all starters noted W.P. shall be furnished in NEMA type 4 cast or
stainless steel enclosures.
3. Starter shall be horsepower rated for the motor controlled, and shall be equipped with
properly sized overload elements. Every pole shall be with overload element.
4. Verify the exact motor current and voltage characteristics with the Contractor supplying
the motor before installation of a starter.
5. Each starter shall be equipped with "Hand-Off-Auto" switch or stop-start pushbutton as
required.
6. Coils shall be designed to operate on voltage indicated on control diagrams and have
built-in-under the voltage release for coil circuit to drop motor starter off the line when
the line voltage drops below normal operating voltage.
7. The coil control circuit shall be independently fused, sized to protect coil.
8. Starters to be equipped with running pilot light indication with a "Push-to-Test" feature.
9. Magnetic starters shall have a minimum of two auxiliary contacts. Additional auxiliary
contacts shall be provided as required to comply with the requirements of the wiring
diagrams on the electrical and mechanical drawings and the description of the function
in the Mechanical Section of the Specifications.
10. Minimum starter size shall be NEMA size I unless indicated otherwise.
11. The following types of magnetic motor starters as manufactured by:
Manufacture Type
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 8
General Electric Class CR 106
I.T.E. Class A20
Square D Company Class 8536
Westinghouse Type A200 (Size 4 Max.) or
Class II-200 (Sizes 5-8)
2.13 INDIVIDUAL COMBINATION MOTOR STARTERS
A. Combination starter shall incorporate fused disconnect switch and individual magnetic motor
starter in a common enclosure. Combination starters shall be mounted in general purpose
enclosures unless otherwise indicated on the plans. Starters shall comply with NEMA
standards, size and horsepower as indicated on drawings General Electric, Square D,
Westinghouse or I.T.E.
B. The disconnect handle used on combination starters shall control the disconnect device with
the door opened or closed. The disconnect handle shall be clearly marked as to whether
the disconnect device is "ON" or "OFF", and shall include a two-color handle grip, the black
side visible in the "OFF" position indicating a safe condition, and the red side visible in the
"ON" position indicating an unsafe or danger condition.
C. All starters used in combination starters shall be manufactured in accordance with the latest
published NEMA standards, sizes, and horsepower ratings. These starters shall be
furnished with three melting alloy type thermal overload relays.
D. Thermal units shall be of one-piece construction and interchangeable. The starter shall be
inoperative if a thermal unit is removed.
2.14 MOTOR CONTROL INTERLOCKS AND CONTROL DEVICES
A. Refer to mechanical and plumbing drawings and specifications and provide all control
devices including timeswitches, relays and interconnection of starters of required.
B. Mount all relays and timeswitches in a separate compartment in motor control center unless
otherwise indicated.
C. Whether shown on mechanical and plumbing drawings or control center schedules or not,
where motors are controlled by external devices (i.e., thermostats, relays, float or pressure
switches, etc.) or interlocked with other motors, each motor starter to be equipped with a
"Hand-Off-Auto" selector switch in starter cover. Other starters equipped with a "Start'Stop"
pushbutton station in starter cover.
2.15 FUSES
A. Fuses shall be dual element, current limiting type, U.L. Class RK5 unless otherwise
indicated on the drawings. Provide one spare set of fuses of each size and type in each
motor control center.
2.16 TIME CLOCKS
A. Time clocks shall be provided for all underwater lighting systems and swimming pool
circulation pumps not controlled by filter microprocessors.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 9
B. Contacts shall have a minimum rating of 40 amperes at 277V.
C. Timing motor shall be heavy duty synchronous, self starting, high torque type, and shall
be rated at 120, 208, 240, 277 volt 60 Hz.
D. Motor shall operate normally at temperature range of -60 degrees Fahrenheit to +120
degrees Fahrenheit.
E. Dial shall be 3" diameter, clearly calibrated with day/night zones and 24 hour rotation, with
gear to provide one revolution yearly which automatically varies the on/off settings each
day according to seasonal changes. Day and month of the year shall show clearly
through calendar window on the dial.
F. Time clocks shall be equipped with 7-spoke omitting wheel marked with days of the week.
G. Time clocks shall be housed in a flush enclosure where supply circuits emanate from a
flush mounted panelboard and surface enclosure when supply circuits are from a surface
mounted panel.
H. Acceptable manufacturers are Tork, Paragon, or approved equal.
2.17 GROUND FAULT CIRCUIT INTERRUPTERS
A. Minimum rating shall be 20 amperes, 125V, 5 milliampere trip setting, Class A per UL943.
B. Manufacturer to be Crouse-Hinds, Leviton, or approved equal.
2.18 BOXES
A. Boxes shall be of the size required by ordinances or larger, and of pressed galvanized
code gauge steel where concealed or exposed on ceilings. Exposed boxes on walls
below 7'6" shall be cast steel similar to "FA" condulets.
B. Outlets to be surface where wiring is exposed and flush in areas where conduit is
concealed.
C. Provide surface outlets with proper galvanized steel surface cover. Box and cover shall
be deep enough to provide at least 1/4" clearance between back of device and back of
box. Where box contains more than one device, use proper gang box with proper cover.
Surface outlet boxes shall be of the threaded hub type wherever below 8'0".
D. Provide exposed junction boxes with proper flat blank galvanized cover. If necessary for
cable installation, additional pull boxes or junction boxes may be installed in accessible
locations.
E. Where pull boxes larger than outlet boxes are required, galvanized code gauge sheet
steel boxes may be used with covers attached by brass machine screws. Boxes exposed
to the weather shall be approved for the purpose, and conduit entrances shall be on the
bottom made by means of an interchangeable hub with gasket and adapter nut. Pull
boxes not shown on Drawings may be added only after approval of size and location is
obtained.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 10
F. For outlets exposed to weather or where noted, cast outlet boxes shall be Crouse-Hinds,
Appleton, or approved equal. Boxes shall have proper number and size hubs. Device
plates, covers, adapters and boxes shall be as manufactured by Crouse-Hinds, Appleton,
or approved equal.
G. Exposed junction boxes, outlet boxes and pull boxes for pool chemical rooms shall be
NEMA 3R type suitable for corrosive atmosphere, non-metallic.
2.19 IDENTIFICATION MARKINGS
A. Plainly mark all motor and electrical appliance control equipment indicating the equipment
controlled with engraved metal tags.
B. Provide laminated plastic nameplates on panelboards on the outside of the door at the top
indicating panel designation and feeder source.
C. Provide laminated plastic nameplates on distribution switchboards and motor control
centers at the top center indicating panel designation and feeder source.
D. Identify each distribution switchboard and motor control center circuit breaker with a
laminated plastic nameplate indicating its' use.
E. Type panelboard directories on the forms provided with the equipment, indicating the use
of each branch circuit breaker.
F. Fasten all laminated plastic nameplates to surfaces with two (2) or more screws.
PART 3 EXECUTION
3.1 INSPECTION
A. Verify conditions at the Project site before submitting bid. Be responsible for providing all
necessary wiring for the new electrical systems. Wherever wiring is being disrupted due
to remodeling or changes, reconnect existing and provide new wiring circuits to accom-
plish a fully operable system at no additional cost to the Owner.
3.2 COORDINATION
A. The Drawings are essentially diagrammatic and indicate the desired location, size, routes,
connection points, etc., and are to followed as closely as possible. Proper judgment must
be exercised in executing the Work so as to provide the best possible installation in the
available space and to overcome difficulties, limitations or interference wherever encoun-
tered. Be responsible for the correct placement of this Work, the proper location and
connection in relation to Work of other trades, for determining the exact location of all
conduits, outlets and equipment, and for installing the conduits in such a manner as to
conform to the structure, avoid obstruction, preserve headroom and keep openings and
passageways clear. Particular attention is directed to the close coordination required on
exposed Work. Locations shown on Architectural or Mechanical Drawings if different
than those shown on Electrical Drawings should be communicated to the Owner’s
Representative in writing for clarification.
3.3 INSTALLATION
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL ELECTRICAL 13 1108 - 11
A. Trenching and Backfill: Conform with requirements of Section 13 1101. Provide
minimum cover as required by Code.
B. Conduit Installation:
1. Conduit and metallic raceway systems shall be mechanically and electrically
continuous from sources of current to all outlets in a manner to provide a continuous
grounding path. Close ends of conduit during construction to prevent entrance of dirt
or moisture.
2. Securely fasten conduit to the building construction within three feet of each outlet
and within every ten feet thereafter. Secure it to boxes, cabinets, pull boxes,
terminals with two locknuts and ends equipped with bushings or a terminal fitting. Cut
square with ends carefully reamed.
3. Make bends or elbows so that the conduit will not be injured or flattened.
4. Use insulated metallic bushings in all places where bushings are required.
5. Run exposed conduits level or plumb and parallel to the construction members of the
building. No cutting across or diagonal runs will be permitted. Neatly surmount
structural obstructions encountered on conduit runs by the use of fittings or pull
boxes.
6. Identify feeder conduits by stamped metal tags secured to exposed section of
conduit in main or sub-panels.
7. Make up all threaded conduit joints gas and watertight with conductive sealer except
conduit above ground in dry indoor locations.
8. Rigidly support all boxes independently of the conduit system.
C. Connections to Equipment:
1. Fully connect, in an approved manner, all electrical outlets, apparatus, motors,
equipment, fixtures, wiring devices and appliances whether they are installed under
the Electrical Contract or not, which require electrical connections, to the corre-
sponding electrical system outlet.
2. Where the Work of this Section requires connections to be made to equipment that
is furnished and set-in-place under other Sections, obtain such roughing-in
dimensions from the manufacturer or supplier of each item as required and assume
full responsibility for the installation of the connections thereto.
3.4 ADJUSTMENT AND CLEAN-UP
A. Preliminary Operation: Should the Owner’s Representative deem it necessary to operate
the electrical installation or any part thereof prior to Substantial Completion of the Work,
consent to such preliminary operation and supervise conduction of same. Subcontractor
shall pay all costs occasioned by such operation. Preliminary operation shall not be
construed as an acceptance of any Work installed under this Contract.
B. Clean-up: Upon completion of the Work of this Section, immediately remove all
swimming pool electrical materials, debris and rubbish occasioned by this Work to the
approval of the Owner’s Representative.
END OF SECTION 13 1108
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL WATERPROOFING 13 1109 - 1
SECTION 13 1109 –SWIMMING POOL WATERPROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Furnish all labor, materials, tools and equipment as necessary to perform Cement
Waterproofing on new and existing structures as shown on drawings and as
specified in this section.
B. Related Sections:
1. Division 13, Section 13 1102 “Cast-in-Place Concrete.”
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged
in the respective trade for at least five (5) years immediately prior to commencement
of the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. Standards:
1. ASTM C 39/C 39M - Standard Test Method for Compressive Strength of Cylindrical
Concrete Specimens; 1999.
2. ASTM C 109 - Standard Test Method for Compressive Strength of Hydraulic
Cement Mortars.
3. ASTM C 267 - Standard Test Methods for Chemical Resistance of Mortars, Grouts,
and Monolithic Surfacings and Polymer Concretes; 1997.
4. ASTM C 321 - Standard Test Method for Bond Strength of Chemical-Resistant
Mortars.
5. ASTM C 348 - Standard Test Method for Flexural Strength of Hydraulic Cement
Mortars.
6. ASTM E 96 - Standard Test Method for Water Vapor Transmission of Materials.
7. ASTM E 329 - Standard Specification for Agencies Engaged in the Testing and/or
Inspection of Materials Used in Construction; 1998a.
8. COE CRD-C 48 - Standard Test Method for Water Permeability of Concrete; 1992.
9. NSF 61 - Drinking Water System Components - Health Effects; 2000a.
1.3 SUBMITTALS
A. Submit under provisions of Section 01 4500.
B. Product Data: Manufacturer’s printed data sheet, for specified products.
C. Test Reports: Certified test reports showing compliance with specified performance
characteristics and physical properties.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL WATERPROOFING 13 1109 - 2
1. Testing Agency: Independent laboratory meeting the requirements of ASTM E 329
and certified by the United States Bureau of Standards.
D. Certificates: Product certificates signed by manufacturer certifying that:
1. Materials comply with specified performance characteristics and physical
requirements.
2. Installer is qualified and approved by manufacturer.
E. Manufacturer’s installation instructions.
F. Manufacturer's report on field inspection of substrates, prior to installation.
G. Executed warranties.
1.4 PRODUCT HANDLING
A. Deliver and store in a dry area between 40ºF (5ºC) and 90ºF (32ºC). Handle and protect
from freezing and direct sun light in accordance with manufacturer's instructions.
B. Deliver materials in manufacturer's unopened containers, fully identified with brand, type,
grade, class and all other qualifying information. Provide Material Safety Data Sheets for
each product.
C. Take necessary precautions to keep products clean, dry and free of damage.
1.5 SYSTEM REQUIREMENTS
A. Coordinate waterproofing installation with other trades.
B. Provide materials and accessories in timely manner so as not to delay Work.
1.6 PROJECT CONDITIONS
A. Maintain surfaces to be waterproofed and surrounding air temperature at not less than
40ºF (5ºC). Apply only when temperatures are steady or rising.
B. Do not apply materials to frozen or frost-filled surfaces.
C. Exercise caution when temperatures exceed 90ºF (32ºC).
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Approved Manufacturers:
1. Xypex Chemical Corporation; 13731 Mayfield Place, Richmond, BC V6V 2G9.
ASD. Tel: (800) 961-4477 or (604) 273-5265. Fax: (604) 270-0451. E-mail:
info@xypex.com. www.xypex.com.
2. AQUAFIN, Inc. 505 Blue Ball Road, #160. Elkton, MD, 21921. Phone (800) 394-
1410, or (410) 392-2300, Fax (410) 392-2324; e-mail info@aquafin.net.
3. Hycrete, Inc.; 462 Barrell Ave, Carlstadt, NJ, 07072. Phone: (201) 386-8110. Fax:
(201) 386-8155. www.hycrete.com
B. Requests for substitutions will be considered only if submitted to the architect/engineer in
writing and must include substantiation of product performance, 10 days prior to the
original bid date.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL WATERPROOFING 13 1109 - 3
2.2 MATERIALS
A. Waterproofing Material - Acrylic Modified Cement Waterproofing: Cementitious, two-
component, acrylic emulsion based, highly flexible, crack bridging waterproof membrane
barrier against positive water pressure, with the following characteristics:
1. Product: AQUAFIN-2K/M or Xypex two coat crystalline waterproofing or Hycrete
W500
2. Color: Gray
3. Dry Component-A: Precise blend of cementitious material
4. Liquid Component-B: White acrylic emulsion and admixtures
5. Working Time: Approximately 45 minutes
6. Shore A Hardness: > 90
7. Bond/Adhesion: (ASTM C-321) 215 psi (1.5 MPa) @ 28 days
8. Tear Resistance: 190 psi (1.3 MPa) at 68oF (20oC)
9. Elongation: (%) 60 (gray); 40 (white) at 68oF (20oC)
10. Elongation: (mils) 40 (gray); 25 (white)
11. Crack bridging capacity: (inch) 1/16 (gray) (1.5 mm)
12. Vapor Permeability: (US Perms) 1.2 (ASTM E-96)
13. Waterproofing: (CRD C 48-92) Withstands 200 psi = 460 feet (14 bar = 140 m)
hydrostatic pressure (positive side) at 3/32 (2.4 mm) thickness.
14. Penetration: At least 2 inches (50 mm) penetration of crystal-forming material,
evidenced by scanning electron microscope photographs.
15. Chemical Resistance: No detrimental effects when tested using 4000 psi (27.6
MPa) compressive strength concrete in accordance with ASTM C 267 using
hydrochloric acid (pH of 3.5), brake fluid, transformer oil, ethylene glycol, toluene,
and caustic soda as test mediums for duration of 84 days each; minimum of 14
percent increase in concrete compressive strength when tested in accordance with
ASTM C 39/C 39M.
16. Potable Water Contact Approval: NSF certification for use on structures holding
potable water, based on testing in accordance with NSF 61.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine all construction substrates and conditions under which waterproofing materials
are to be installed. Do not proceed with the waterproofing application until unsatisfactory
conditions are corrected.
3.2 PREPARATION
A. Protect adjacent surfaces not designated to receive waterproofing.
B. Substrate preparation:
1. Remove oil, grease, dirt, loose particles, remains of form oils, water repellents, rust
or other coatings by high-pressure water blasting (>3000 psi), wet or dry sand
blasting, or other mechanical means to produce surfaces suitable for application of
waterproofing.
2. Follow manufacturer's instructions to clean and prepare surfaces and seal cracks
and joints.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL WATERPROOFING 13 1109 - 4
3. Voids in concrete substrates: 1/4-inch (6 mm) diameter and larger, pre-treat with a
cementitious mortar. Less than 1/4-inch (6 mm) diameter can be filled with a scratch
coat of two-component waterproofing material.
C. Rinse surfaces to be waterproofed (excluding drywall or similar) with clean water to
saturated surface dry (SSD) condition, with no standing water on horizontal surfaces.
3.3 INSTALLATION
A. Mix two-component waterproofing material in proportions recommended by
manufacturer.
B. Taping:
1. Apply two-component waterproofing material by brush in a six to seven inch (15 – 18
cm) wide strip coat centered over all joints, cracks, penetrations and changes of
plane to be taped.
2. While this coat is still wet, unroll joint sealing tape into the coating and apply a coat
of two-component waterproofing material over the tape, smoothing out wrinkles and
fish mouths.
C. Positive Side Waterproofing:
1. Apply two-component waterproofing material in quantities as per manufacturer's
specifications and recommendations:
a. Apply at 60 mils or 1/16” (1.5 mm) total thickness for water levels up to 2-feet
(0.60 m).
b. Apply at 90 mils (2.4 mm) total thickness for water depth greater than 2-feet
(>0.60 m).
D. Application considerations:
1. Apply, using stainless steel trowel, tampico brush, short nap roller, or appropriate
compressed-air spray equipment.
2. If needed, such as in zones posed to movement or cracking, plaza decks, the
waterproofing material can be additionally reinforced with a reinforcing mesh
(supplied by waterproofing manufacturer), embedded between two waterproofing
layers.
3. Apply only when surface and ambient temperatures are 40oF (5oC) and rising. At
high temperatures i.e. 86oF (30oC) and above) protect application from direct sun
and wind to prevent premature surface drying and shrinkage cracks. Apply material
in two coats minimum.
4. Application thickness should not exceed 1/8-inch (120 mils (3 mm)).
5. Do not bridge cracks greater than 1/16-inch (1.5 mm).
6. Bridge dynamic cracks or joints with elastomeric joint sealing tape, as supplied by
waterproofing manufacturer.
7. Do not overcoat waterproofing material with solvent-based materials.
8. Prime and protect alkali sensitive metals such as copper, aluminum, galvanized or
zinc treated metal before over-coating with waterproofing material. Follow
manufacturer’s recommendations for primer material.
3.4 CURING
A. Follow manufacturer's general instructions for curing and hardening of waterproofing
material. Do not use water for curing. Waterproofing material is self-curing.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL WATERPROOFING 13 1109 - 5
B. Protect surfaces from rain, frost and premature dehydration.
3.5 ACCEPTANCE
A. Remove left over materials and any foreign material resulting from the work from the site.
B. Clean adjacent surfaces and materials occasioned by this Work to the approval of the
Owner.
END OF SECTION 13 1109
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 1
SECTION 13 1110 – SWIMMING POOL BULKHEAD
PART 1 – GENERAL
1.1 WORK INCLUDED
A. Swimming pool equipment items required for this Work as indicated on the Drawings and
specified herein.
1.2 QUALITY ASSURANCE
A. Qualifications of Workers:
1. The entity performing the work of this Section shall have been successfully engaged
in the respective trade for at least five (5) years immediately prior to commencement
of the Work.
2. For actual construction operations, use only trained and experienced workers with a
minimum of three (3) years experience with the materials and methods specified.
3. Provide at least one person who shall be present at all times during execution of the
work of this Section, with a minimum of five (5) years experience with the type of
materials being installed, the referenced standards, and who shall direct all Work
performed under this Section.
B. All equipment supplied or work performed shall comply with regulations governing public
swimming pools and spas as contained within the International Building Code, latest
edition.
1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 3300. Requests
for substitution shall conform with requirements of Article 1.10.A of Section 13 1100.
B. Required submittals include:
1. Swimming Pool Bulkhead as specified in Article 2.1 of this Section.
C. Submit proof of qualifications as specified in Article 1.2.A of this Section.
D. The equipment shown on the plans represent the first listed items in the technical
specifications. The Contractor shall be responsible for all required field coordination and
installation of any approved equal product to provide a fully working and warranted
system. The Contractor shall submit detailed shop drawings for any products used other
than the first listed specified items. Contractor provided shop drawings shall include
details and quality equal to the original plans and construction documents. The
Contractor shall provide any and all required engineering including but not limited to
structural and anchorage requirements for any proposed equipment other than the first
listed specified equipment. The Contractor is responsible to provide a factory certified
representative(s) to start-up and provide on-site training for all swimming pool mechanical
equipment provided.
1.4 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool bulkhead items before,
during and after installation and to protect the installed work specified in other Sections.
B. Replacements: In the event of damage or loss, immediately make all repairs and
replacements necessary to the approval of the Owner’s Representative.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 2
PART 2 PRODUCTS
A. Horizontal Bulkhead Divider
1. Work Included: The Manufacturer shall furnish a horizontal variable flotation
bulkhead divider; for the swimming pool as shown on the project drawings and as
specified herein. Bulkhead shall be a horizontal, hybrid variable/fixed flotation,
stainless steel/composite bulkhead manufactured by Whitten Products, 13 Green
Mountain Drive, Cohoes, NY 12047, Phone: 518.783.0038, Fax: 518.783.0474, E-
mail: sales@aquaticgroup.com. The bulkhead as specified is a proprietary, patent
pending product of Aquatic Development Group, Inc.
2. Basic Performance Requirements
a. The bulkhead shall permit swimmers, coaches and officials to use the bulkhead
for their specific purpose without undue deflection or movement, and without
the accumulation of water on top of the bulkhead.
1) The bulkhead shall support a uniform live load of 35 lbs/ft2 at a vertical
deflection not to exceed L/240 provided that all other bending and shear
stresses fall within their allowable stress limits as determined by allowable
stress design or factored loading method.
2) Camber shall be incorporated into the bulkhead such that the bulkhead
shall have zero deflection under it’s own dead load.
3) Lateral deflection of the bulkhead, caused by swimmers and/or the use of
tensioned racing lane lines, shall not exceed a total of 1/2”. Bulkheads
incorporating sweep to counteract this deflection, or the use of tensioned
lines on the side of the bulkhead opposite the racing side in question, shall
not be acceptable.
4) Lateral lane line loads shall not exceed 100 lbf which is to be ensured by
providing a torque on each lane line ratchet of < 10 lbf-ft. Lateral deflection
of the bulkhead shall be designed based on a 200 lbf lateral lane line load.
Lane line anchors shall have a minimum pullout resistance of 500 lbf each.
b. The bulkhead shall be shipped, complete, with a combination fixed and variable
buoyancy system to facilitate smooth movement through the water. The fixed
buoyancy system shall be rechargeable in the field. The rate of motion of the
bulkhead through the water, during transit, shall not be less than 7 ft/min as
moved by two faculty members of average size and strength, one member on
each side.
c. It shall also be designed to ensure maximum stability of the bulkhead when
locked in its designated locations.
d. The geometry and appurtenances of the bulkhead shall be designed and
constructed in strict accordance with the governing competitive facility codes.
e. Swimming Pool Construction Notice: Operational tolerances for this equipment
are minimal. It is a prerequisite that the swimming pool tank be constructed
and finished with all walls in the horizontal and vertical, straight and true, and
without protrusions of any kind. The architect/engineer and contractor shall
verify conditions are correct and notify the equipment installer and the
manufacturer of any pool structure abnormality or field condition that can
adversely affect the final outcome of the bulkhead installation or its subsequent
operation.
3. Quality Assurance / Manufacturer's Qualifications
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 3
a. The bulkhead is specialized equipment and only manufacturers with a minimum
ten (10) years experience in the design, manufacture, and field installation
techniques required for a bulkhead are acceptable.
b. Only those bulkheads that are fabricated, completely assembled prior to
shipment, and delivered to the jobsite in prefabricated form requiring minimum
onsite assembly, are considered acceptable.
1) The Owner and consultant have performed a detailed investigation of the
requirements of the bulkhead for this facility and have selected specified
Whitten bulkhead as the basis of design.
2) All base bids shall include only the bulkhead as specified herein. Alternate
or substitute may be considered only as an alternate to the base bid
system and only with specific prior approval issued by addendum prior to
the project bid.
4. Submittals
a. Submittal Drawings
b. Submittals drawings must include dimensioned plan and elevation views as
well as detailed locations of all bulkhead components, accessories, attachment
and locking devices, and all other required and specified components.
1) A licensed structural engineer shall review and seal shop drawings and
any requested calculations.
2) The drawings shall state the predominant materials of construction and
their finishes.
3) Submittals shall also clearly delineate limit lines as well as detail any
relationship to adjacent work of other trades.
c. Calculations
1) If requested, the manufacturer shall provide calculations confirming the
ability of the bulkhead to meet the structural requirements specified herein.
5. Design & Materials of Construction
a. Structural Framework
1) The entire submerged bulkhead structural framework shall be constructed
of 304L stainless steel. All associated hardware shall be a minimum 18-8
stainless steel. The structure of the bulkhead shall be such as to meet the
loading/deflection criteria specified in this section.
2) Above the pool waterline, the bulkhead structure shall be constructed
entirely of non-corrosive structural composite members.
3) All the welds of the structural framework shall be electro-chemically
cleaned and passivated to ensure the full development of the protective
chromium oxide layer. There shall be no exposed stainless steel welded
joints at or above the pool waterline.
b. Buoyancy System
1) The buoyancy chambers shall be constructed of 304L stainless steel or
approved polymer materials.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 4
2) The buoyancy system shall provide for variable as well as fixed buoyancy.
The fixed buoyancy shall be designed so as to be automatically monitored
and recharged during the operation of the variable buoyancy feature.
3) The system by which air shall be delivered to the buoyancy chambers
shall be of PVC, or other inert or polymer material, with a minimum
pressure rating of 50 PSIG.
4) The air inlet connections for the buoyancy system shall finish flush with the
enclosure grating and shall be protected from dirt entrainment.
c. Framework Enclosure Grating
1) The sides of the bulkhead shall be fitted with a flow-through, permanently
slip-resistant, PVC I-beam grating. Grating made of ABS plastic or
fiberglass are not acceptable.
2) A minimum of 28% net open area must be provided on the exposed side
gratings of the bulkhead. Said grating shall also be of a design to prevent
entrapment.
d. The top surface of the bulkhead shall be a polymer composite, extruded,
structural box-tube oriented perpendicular to the bulkhead’s long dimension.
This extrusion shall incorporate a permanent slip-resistant texture and it shall
be mechanically fastened to the composite above water structure.
e. Finishes & Anchoring/Bonding
1) A continuous, non-metallic, non-corrosive composite fascia shall be
provided that covers all ends of the enclosure grating and box-tube top
surfaces. The fascia shall be manufactured of a non-metallic, polymer
composite material specifically designed for use in a swimming pool
environment. Bulkheads incorporating stainless steel or other metallic
fascia or structural components above the pool waterline shall not be
acceptable.
2) All primary bulkhead structural, grating, fascia, trim panels and top
surfaces shall be of non-metallic, non-corrosive materials.
3) Polymer wear/guide pads shall be provided at any end surface of the
bulkhead that may come into contact with the pool sidewall or deck at any
time during transit. These wear pads shall also serve as a bearing
material when the bulkhead is deflated and stationary.
4) Tamperproof locking devices, as well as their corresponding anchor
points, shall be provided by the manufacturer and shall be of a minimum
304L stainless steel. Bonding of the bulkhead to the pool shall be by
others.
5) One single-bar security rail shall be provided at each end of the bulkhead.
These rails shall be custom-fabricated of polished, tubular stainless steel.
Corresponding 304L stainless steel anchors shall be installed integral to
structural framework. Polymer construction anchor covers shall be
provided for when the rail is not in use.
6. Optional Equipment
a. Targets and Marking System
1) The bulkhead shall be manufactured with lane targets on one or both sides
as illustrated by the drawings.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 5
2) Targets shall be sized and placed in accordance with the governing
competitive facility codes so long as the depth of bulkhead permits.
3) Targets shall be permanent, slip resistant, and shall be permanently
adhered to the bulkhead grating. Mechanically attached panels, paint, or
other coatings, are not acceptable.
b. Racing Line, Lifeline, Water Polo Course Line Anchors
1) There shall be fully recessed line anchors positioned at waterline on one
or both side of the bulkhead as illustrated by the drawings.
2) Anchors shall be permanently attached and located in accordance with
competitive facility codes.
c. Miscellaneous Equipment Anchors (Water Polo Goals, Starting Platforms)
1) Miscellaneous equipment anchors, of 304L stainless steel construction,
shall be provided as required. Anchors shall finish flush with the top
surface and shall be of a sleeve style with a locking mechanism. The
location of these anchors shall be detailed in the drawings and shall be in
accordance with the governing competitive facility codes.
2) Polymer construction anchor covers shall be provided for when the
anchors in are not in use.
d. Timing System Harness Housing
1) Housings for a timing system harness shall be incorporated into the
structural framework of the bulkhead as required and in accordance with
the governing competitive facility codes.
2) Individual PVC connection boxes, at each starting platform location, shall
be custom fabricated into the top of the bulkhead enclosure grating for a
flush installation when standard covers are in place. An additional
connection box shall be provided at the end of the bulkhead so as to
facilitate system connection.
7. Product Handling
a. Shipping, Delivery & Storage
1) Factory photographs of the assembled bulkhead shall be forwarded to the
appropriate party prior to shipment.
2) The bulkhead shall be shipped to the jobsite in modular sections or as one
piece as the corresponding overall geometry and reasonable shipping size
dictate. Coordinate on site delivery to minimize handling and storage
3) The bulkhead shall be unloaded and stored in strict accordance with the
manufacturer’s operation and maintenance manuals. Failure to do so may
void the warranty.
4) The owner/contractor is fully responsible for the safe storage of the
bulkhead including damage done by others, weather, vandalism, etc.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project # DPA 15809.00
SWIMMING POOL BULKHEAD 13 1110- 6
1. Prior to installing the items of this Section, carefully inspect the installed Work of
other trades and verify that all such Work is complete to the point where this
installation may properly commence.
2. Verify that the swimming pool equipment items may be installed in strict accordance
with original design, pertinent codes and regulations, and the manufacturers'
recommendations.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Owner’s Representative’s
Representative.
2. Do not proceed with installation in areas of discrepancy until all such discrepancies
are fully resolved.
3. Failure to notify the Owner’s Representative’s Representative and give written notice
of discrepancies shall constitute acceptance by the Installer of existing conditions as
fit and proper to receive its Work.
3.2 INSTALLATION AND ACTIVATION
A. Location
1. Refer to the project drawings and manufacturer’s submittal drawings for the
bulkhead location.
B Conflicts
1. The contractor shall promptly notify the Architect/Engineer, in writing, of any conflict
between any requirements of the general contract documents and the
manufacturer’s specific written instructions prior to proceeding with installation.
a. Factory Instructions, Start-Up, & Training
b. Prior to startup and instruction, the manufacturer shall provide the Owner with
two complete sets of printed maintenance and operating instructions for the
bulkhead and its accessory equipment.
3.3 CLEAN-UP
A. Upon completion of swimming pool bulkhead, remove all debris, materials and equipment
occasioned by this Work to the approval of the Owner’s Representative.
END OF SECTION 13 1106
12421 W. 49TH AVENUE, UNIT #6
WHEAT RIDGE, CO 80033 (303) 463-8270
BULK ASBESTOS TEST REPORT
PAGE 1 OF 2
CLIENT: ANALYSIS DATE: 4-1-16
CENTURY ENVIRONMENTAL HYGIENE REPORTING DATE: 4-1-16
3201 E.MULBERRY STREET, UNIT C RECEIPT DATE: 3-31-16
FORT COLLINS, CO 80524 CLIENT JOB NO.: OP-473370
PROJECT TITLE: EPIC
DCMSL PROJECT: CNEH309
PERCENTAGE COMPOSITION BY VISUAL ESTIMATE
TOTAL
DCMSL CLIENT TOTAL PERCENTAGE
SAMPLE SAMPLE SAMPLE PERCENT ASBESTOS ASBESTOS OTHER FIBROUS NON-FIBROUS IDENTIFIED
NUMBER NUMBER DATE DESCRIPTION OF SAMPLE TYPE RANGE % IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS
-1R EPIC-001 3-30-16 A. BLACK TAR/CLEAR MASTIC (I) 4.0% ND 3.0 97.0 100.0
B. WHITE AND GREY TILE 96.0% ND ____________ 0.0 100.0 100.0
ND
-2R EPIC-003 3-30-16 A. GREY PLASTER/YELLOW MASTIC (I) 5.0% ND 4.0 96.0 100.0
B. WHITE TILE 95.0% ND ____________ 0.0 100.0 100.0
ND
-3R EPIC-002 3-30-16 A. BLACK TAR 3.0% ND 4.0 96.0 100.0
B. WHITE AND GREY TILE 97.0% ND ____________ 0.0 100.0 100.0
ND
-4R EPIC-004 3-30-16 A. BLACK TAR/CLEAR MASTIC (I) 4.0% ND 8.0 92.0 100.0
B. WHITE TILE 96.0% ND ____________ 0.0 100.0 100.0
ND
FOR CALCULATION PURPOSES, TRACE (TR) IS ASSUMED TO BE 0.5%.
(I) - INSEPARABLE LAYERS ND - NONE DETECTED
THE SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION. THIS TEST REPORT RELATES ONLY TO THE ITEMS TESTED. THIS REPORT MAY NOT BE REPRODUCED EXCEPT IN FULL,
WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY.
EXHIBIT 4 - ASBESTOS REPORT
12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.: CNEH 309
Client Job No.: OP-473370
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
Page ..:l-. of -;).
DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the
Mccrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/M4-82-020, 1982 and EPA-600/R-93/116, July, 1993).
Bulk samples are prepared for analysis using a 1 OX-SOX stereo microscope in a hepa filter hood which
provides a contamination-free environment. The sample is then analyzed by polarized light microscopy (PLM)
at 100X. When the sample consists of more than one layer, each layer is prepared and analyzed separately.
Fiber and matrix materials are identified by the characterization of optical properties including color and
pleochroism, form, cleavage, relief, birefringence, extinction, orientation, twinning, interference figure and other
distinguishing features. Dispersion staining is also used to further aid in mineral identification. All percentages
of asbestos, other fibers and non-fibrous constituents are calculated from the values obtained from analyses
using the stereo and PLM microscopes. In-house and NIST standards as well as a chart prepared by R.D.
Terry and G.V. Chilinger for "The Journal of Sedimentary Petrology", (Volume 24, pp. 229-234, 1955) provide a
guide for estimating percentages. All samples are archived for six months unless other arrangements are
made by the client.
ACCREDITATION:
DCMSL is accredited by NVLAP (since April 1, 1989). Our NVLAP Lab Code is 101258-0. DCMSL complies
with NVLAP requirements unless otherwise noted.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of
the U.S. Government.
The analysis was performed by :
Ron Schott, Analyst
Lt-\-lk,
Jason Barnes, Analyst Date
~~[&ffe Ron Schott
Laboratory Director
NVLAP Lab Code 101258-0
Date/Time Received
Samples submitted by:
DCM Science Lalboiraforcy, Inc.
12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
(303) 463-8270/(800) 852-7340
(303) 463-8267 -fax
DCMSL Group No. · Q.?JC\ DCMSL Log No.
Field Data Sheet/Chain of Custody ·
Page 1 of_
Company: Century Environmental Hygiene . Job/P.O. # 0 /J --11'?33 "/O
Project Title E e , ... c.
Address: 3201 E. Mulberry St, Unit C
Fort Collins, CO 80524
Contact:
Phone: 970-266-8000
Fax: 970-266-0022
Cell/Pager:
Turnaround Time Requested:
Standard (3 to 5 Business Days)
[')(! 24 Hour Rus
~~~~~ested:
ASBESTOS
Bulk
[')d Standard EPA
[ ] Progressive
[ ] Point Count
[ ] Other ___ _
XRD
[ ] Respirable Silica
[ ] Bulk Silica
[ ] Scan & Search
[ ] Other ___ _
Archive: All samples are archived for
6 months unless other
arrangements are made.
Email to results@centuryenvironmental.com
[ ] 2 Hour Rush (Asbestos Only)
[ ] Other _______ _
OTHER
[ ] Optical Microscopy
[ ] Gravimetric
[ ] SEM
[ ] Other ___ _
Air ADDITIONAL INFORMATION _______ _
[
[
]NIOSH7400
] Other
Client Sample No.: Sample Date
1___....£.__,,..14_-1 c..-=--_o_o_.._/ __ 7)7 "/! h
2 f p·1~ - ·1$ Ct03 ___ <_' _
3_~E=+--f~'G=--~-o_o~,.__ _
4_~£b-U-p~"~--· _0_0_k_f __
5~---------
6~---------
7 ________ _
&.~--------
~~---------
LO~---------
ICE
These drawings and specifications are
the property and copyright of Aquatic
Design Group, Inc. and shall not be
used on any other work except by
agreement with Aquatic Design Group,
Inc. Written dimensions shall take
preference over scaled dimensions and
shall be verified on the job site. Any
discrepancy shall be brought to the
notice of Aquatic Design Group, Inc.
prior to the of any work.
DRAWING TITLE
DRAWING NO.
ARCHITECT
DRAWN BY
CHECKED BY
DATE
NO. DATE DESCRIPTION
PROJECT NO.
REVISIONS
AP
SJF
3.11.2016
CONSTRUCTION DOCUMENTS
No. 37926
EXISTING POOL
DEMOLITION
PLAN
DP-1
EXHIBIT 5 - LEAD DEMO PLAN
/I
f ,
Received by:
/o.'..:h/111'1
Date/Time
~ t ~ 2~ 1()