purchasing - fmtn.org

CITY OF FARMINGTON 800 Municipal Drive

Farmington, NM 87401-2663 (505) 599-1373

Fax (505) 599-1377 http://www.fmtn.org

REQUEST FOR PROPOSALS FOR

FARMINGTON AQUATIC FACILITY, RFP #18-125137

IMMEDIATE ATTENTION ADDENDUM TWO

MARCH 28, 2018

Notice to Offerors: The above referenced Request for Proposal (RFP) is hereby amended as follows: Please see the attached modifications by FBT Architects. Any questions/prior approvals not addressed in this addendum are still in review and will be addressed in Addendum Three. If your request for proposal has already been submitted to this office, and this addendum will affect your proposal, please contact this office and we will return your proposal. Any proposals that have been received, and are not requested to be returned will remain in this office unopened until April 10, 2018 at 2:00 p.m. Receipt of this addendum shall be noted on Page 3 in the Request for Proposal documents for the above referenced RFP.

Jennifer Rowland, CPPB Buyer II Phone: (505) 599-1386 Fax: (505) 599-1377 Email: [email protected]

PURCHASING

http://www.fmtn.org/

NOTICE TO PROPOSERS

Farmington Aquatic Facility

Project No. BDAD14

RFP 18-125137

ADDENDUM NO. 02

March 27, 2018

Project: Farmington Aquatic Facility

This Addendum forms a part of the Contract Documents and modifies the original Construction

Documents dated March 14, 2018 noted below. The following changes, additions, and deletions shall be

made. All other conditions shall remain the same. Receipt of this Addendum shall be acknowledged.

Failure to do so may subject the Bidder to disqualification. This Addendum consists of 31 pages of

attachments, in addition to the cover sheet.

GENERAL:

1. Sheet C-106: Water meter and manhole lid clarification:

a. The existing water meter in the parking lot will remain at its current location with its

current lid and manhole. The water meter and associated appurtenances inside the vault

are the items to be removed and replaced to meet City of Farmington Standards.

2. Addendum No. 01: Replace SKA-004 with the attached, SKA-004R. Install tile inlay as shown flush

with top of concrete.

PRIOR APPROVALS:

1. 09 6723-Product: Armor-Rez CQ 100, Manufacturer: Arizona Polymer Flooring.

2. 131100-Swimming Pools: The AquaGather Station SS is an acceptable substitution to the Vortex

Cascades #1 Play Feature.

3. Lighting Fixture Prior Approval

The following manufacturers’ equipment may be considered for use on this project (they have

received prior approval subject to the following): The Engineer may allow minor deviations subject

to the Engineer’s judgment as to whether such deviations would detract from the quality,

reliability or function of the equipment. The equipment manufacturer shall be responsible for any

and all redesign required to accommodate their equipment. All drawings and calculations detailing

the deviations from the plans and specifications shall be submitted to the Engineer with the shop

drawings for approval. Prior approval of other manufacturers’ equipment shall in no way relieve

the Contractor of responsibility for submitting the specified shop drawings for approval or

complying fully with all provisions of the specifications and drawings. If prior approved equipment

is used, the contractor shall, at his own expense, make any changes or additions in the structures,

piping, electrical, etc. as necessary to accommodate the equipment. If engineering is required due

to substitution of prior approved equipment, the contractor shall furnish and pay for all such

engineering services. No qualifications or exceptions listed in prior approval submittals shall in any

way alter or serve as substitute provisions relative to this contract.

All light fixtures are subject to light level calculations prior to acceptance.

Fixture Type Manufacturer

a. AR2 PHILIPS, COLUMBIA

b. BS1 PHILIPS

c. BS2 PHILIPS

d. EM PHILIPS

e. EW1/EW1E ATG

f. EX TEXAS FLUORESCENTS

g. EX2 TEXAS FLUORESCENTS

h. K1 CONTECH, SPECTRUM

i. SP1 CAROLINA, HUBBELL (PROVIDE LIGHT CALCS FOR POOL AND POOL DECK)

j. SP2 PHILIPS, CREE (PROVIDE LIGHT CALCS FOR POOL AND POOL DECK)

k. SP3 CAROLINA, HUBBELL (PROVIDE LIGHT CALCS FOR POOL AND POOL DECK)

l. SSL LUCECO

m. ZL1 LUMINAIRE

SPECIFICATIONS:

1. 01 1500 TEMPORARY FACILITIES - ADD SECTION 1.20 PROJECT SIGNS

a. Project Construction Sign.

i. Furnish project sign and erect on site at location designated by Design

Professional.

ii. Construction: See attached.

iii. Sign shall be prepared by professional sign painter using either painted exhibit

lettering or die cut adhesive applied letters.

2. 03 3600 (section misplaced, located after section 32 05 23):

a. Rename section to “32 6000 Decorative Stamped Concrete” per the Index.

b. Delete Section 3.5 Schedule B. Install custom stamp “Farmington Jolt your Journey” logo 12”

x 12” wide. Owner to provide logo graphic. https://farmingtonnm.org

3. 05 7000-Decorative Metal(new)-Insert specification section. This specification is for the decorative

laser/CNC cut pattern steel panels for the guardrails.

4. 07 6200-Delete Paragraph 2.6.

5. 08 7100-Insert hardware set No. 15: Gate Hardware for chain link fence gate.

a. 1 Single Exterior Gate

Exterior Exit Device 99NL (LESS STRIKE) x 4' 626 (ED-2) VON DUPRIN INC.

Rim Cylinder 0-057 "FG" KEYWAY 1-BITTED (CY-1) SCHLAGE

Strike

Gate Closer T8400 BLACK (CL-2) OTHER

6. 10 1400 Signage ADD Section 2.3 Sign Design, D. Dedication Plaque “D. Dedication Plaque”

a. Etched Stainless Steel 3/16" Thickness, Stud Blind Mount By Century Sign Builders Or

Approved Equivalent -505.888.2901,

b. Furnish And Install, Location TBD by Architect

c. Letter Style: Clarendon Bold (Title And Date)

d. Clarendon Regular (Names And Titles)

e. Note: Names In Parentheses Will Be Coordinated With Architect Prior To Construction

f. See Dedication Plaque Detail At The End Of This Section.

g. Insert attached sketch

7. 10 7344-Shade Structure(New)-Insert specification section for shade structures referenced on the

construction drawings. This is the basis of design for the shade structures.

8. 131100 Swimming Pools-Paragraph 2.18- Insert the following:

a. Insert: b. Renderings of the custom structure theming shall be submitted to the

design team and Owner for approval prior to ordering.

1) Structure theming basis of design by WhiteWater.

b. Paragraph B: Replace “Trout Head Mini-Squirts” with “Trout Climber”

i. a.1 Dimensions 24”x16”x16”

ii. b.3 Revise to read: “Anchor: 3/8” x 3” Bolt 1 ½” Anchor

iii. b.6 Insert the following: “Polystyrene (or similar) core

iv. b.7 Insert the following: “Fiberglass (or similar) shell

v. b.8 Insert the following: “Elastomeric base (or similar), paint and top coat.

Coatings have been tested and are ASTM (G21 and E2180) certified

antibacterial. Colors to be UV stable. Coatings are chlorine resistant. c. Paragraph C:

i. Replace “Bald Eagle” with “Bald Eagle Sprayer”

ii. 1. Replace “Bald Eagle” with “Bald Eagle Sprayer”

iii. 1.a.1-Revise to read: “Dimensions (approx.): 2’10” x 7’8” x 13’0”

iv. 1.a.2-Revise to read: “Weight (approx.): 150 lbs “

v. 1.b.3-Revise to read: “Anchor: 3/8” x 3” Bolt / 1 ½” Anchor

vi. Insert: 6) Polystyrene (or similar) core

vii. Insert: 7) Fiberglass (or similar) shell

viii. Insert: 8) Elastomeric base (or similar), paint and top coat. Coatings have

been tested and are ASTM (G21 and E2180) certified antibacterial. Colors

to be UV stable. Coatings are chlorine resistant. d. Paragraph D: Revise to read: “Tot Slide and Pad”

i. Revise to read: “Sandstone Arch Slide”

ii. 1.a.1-Revise dimensions as follows: 8’2” x 6’-6” x 7’6”

iii. 1.b.1-Revise to read: “30 GPM with one nozzle; 40 GPM with two or more

nozzles

iv. 1.b.3-Revise dimensions as follows: ½” x 5” Bolt/ 2” anchor

v. 1.b.5-Revise depth to: “0-12”

vi. 1.b-Insert: “6. Polystyrene (or similar) core“

vii. 1.b-Insert: “7. Fiberglass (or similar) shell“

viii. 1.b-Insert: “8. Elastomeric base (or similar), paint and top coat. Coatings

have been tested and are ASTM (G21 and E2180) certified antibacterial.

Colors to be UV stable. Coatings are chlorine resistant. “

9. 131413 Waterslides: Paragraph 2.01-Insert the following:

a. C. Slides by Vortex, Pointe-Claire, Quebec, Canada 514-694-3868 or 877-586-7839 are

acceptable provided they meet deck accessibility and support tower requirements without

design changes.

b. D. Slides by Avalance Waterslides, Chamois, MO 573-763-5055 are acceptable provided they

meet deck accessibility and support tower requirements without design changes.

DRAWINGS:

1. ASD-101:

a. Keyed note 34 and 35: Revise to read: “See Civil drawings.”

2. AS-101:

a. See SKA 011 for drawing clarification.

b. Keyed notes 20 and 33-Replace the word “POWDERCOATED” with “PVC COATED.”

c. Delete reference on the site plan that contains no text. See SKA-011.

3. AS-102: See SKA-001R for tile logo clarification. This revises logo design noted in Addendum No.

01.

4. AS-132:

a. See SKA-004R revised logo design using tile inlay. This detail replaces logo design shown in

Addendum No. 01.

b. See SKA-14 for clarifications to chain link personnel gate. Reference also hardware

specifications for exit device.

5. S-101: See attached for revisions to backwash pit.

6. A-502: See attached for various revisions to the decorative metal panels.

7. A-120: See SKA-013 for partial roof plan clarification.

8. PS-101: Delete the drain down sanitary waste line from the outdoor showers. This line will be

included in the Civil scope of work.

9. PL-101: Delete the drain down sanitary waste line continued from the outdoor showers on PS-101.

10. P-401: Delete the drain down sanitary waste line continued from the outdoor showers on PS-101.

11. P-501: Revise Detail D4/M-501 to show reduced separation between the two cleanouts of the

double cleanout. The space between the building and the existing sanitary waste line is limited,

therefore close attention is required for the location of these cleanouts.

12. Electrical Clarifications:

a. The electrical contractor shall coordinate with the pool drawings for all start-stop panel

information as well as E-stop and interconnection requirements. All line voltage work

associated with the pool equipment is the responsibility of the electrical contractor.

b. It is the responsibility of the contractor to coordinate with Farmington Electric Utility for

electrical service installations, modifications and temporary power requirements. The

contractor shall provide all components including transformer pad, transformer mounted

metering enclosures, trench and back fill, etc. as required by Farmington Electric Utility.

c. Grounding for the pool and structure shall be completed in accordance to the NEC, section

680. The contractor is responsible for grounding all portions, lighting fixtures, equipment

etc. as indicated in the NEC in conjunction with the plans, specs and grounding diagrams.

11. ES-101: Add circuit for fixture type “SSL” fixtures per the attached drawing.

12. E-501: Add Vendor Kiosk Detail per attached drawing.

13. SP-100-See SKSP-003 for pool feature clarifications

14. SP-104:

a. See SKSP-004 for Tot Slide clarification.

b. See SKSP-005 for Bald Eagle Sprayer drawing.

15. SP-600: See SKSP-001 for back wash basin clarification.

ATTACHMENTS:

1. Spec Section 05 7000 Decorative Metal (8 pages)

2. Spec Section 10 7344-Shade Structure (5 pages)

3. Sketch of Project Sign

4. Sketch of dedication plaque

5. SKA-001R

6. SKA-004R

7. SKA-013

8. SKA-014 Gate Detail

9. S-101 Foundation Plan

10. A-502 Panel Schedule and Details (Decorative Panels)

11. PS-101 Plumbing Site Plan

12. PL-101 Waste & Vent Floor Plan

13. P-401 Enlarged Plumbing Plans

14. P-501 Plumbing Details

15. ES-101 Electrical Site Plan

16. E-501 Electrical Details

17. SKSP-002-Partial Pool Mechanical Room Plan

18. SKSP-003-Partial Recreation Pool Plan

19. SKSP-004-Tot Slide

20. SKSP-005-Bald Eagle Sprayer

All other provisions and conditions of the Drawings and Specifications remain unchanged.

End of Addendum No. 02

FBT Architects - 05 7000 - Decorative Metal.doc Farmington Outdoor Aquatics Center

DECORATIVE METAL 057000 - 1

SECTION 057000 - DECORATIVE METAL

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Window Sun Shades

2. Custom cut (laser, CNC) patterned steel for guardrails and trellis

B. Related Requirements:

1. Section 05 5000- Metal Fabrications

1.3 COORDINATION

A. Coordinate installation of anchorages for decorative metal items. Furnish setting drawings,

templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor

bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver

such items to Project site in time for installation.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product, including finishing materials.

B. Shop Drawings: Show fabrication and installation details for decorative metal.

1. Include plans, elevations, component details, and attachment details.

2. Indicate materials and profiles of each decorative metal member, fittings, joinery,

finishes, fasteners, anchorages, and accessory items.

C. Patterns, Models, or Plaster Castings: Made from proposed patterns for each design of custom

casting required.

D. Samples for Initial Selection: For products involving selection of color, texture, or

design including mechanical finishes.



E. Samples for Verification: For each type of exposed finish.

1. Sections of linear shapes.

2. Samples of welded joints showing quality of workmanship and color matching of

materials.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For fabricator and coating applicator

B. Mill Certificates: Signed by manufacturers of stainless-steel certifying that products furnished

comply with requirements.

C. Welding certificates.

1.7 QUALITY ASSURANCE

A. Fabricator Qualifications: A firm experienced in producing decorative metal similar to that

indicated for this Project and with a record of successful in-service performance, as well as

sufficient production capacity to produce required units.

B. Installer Qualifications: Fabricator of products.

C. Organic-Coating Applicator Qualifications: A firm experienced in successfully applying

organic coatings, of type indicated, to aluminum extrusions and employing competent control

personnel to conduct continuing, effective quality-control program to ensure compliance with

requirements.

D. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."

2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."

3. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."

4. AWS D1.6/D1.6M, "Structural Welding Code - Stainless Steel."

E. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate

aesthetic effects, and to set quality standards for fabrication and installation.

1. Build mockups for the following types of decorative metal:

a. Quantity three (3) 12” x 12” sample of pattern panel with finish.

2. Subject to compliance with requirements, approved mockups may become part of the

completed Work if undisturbed at time of Substantial Completion.



1.8 DELIVERY, STORAGE, AND HANDLING

A. Store decorative metal in a well-ventilated area, away from uncured concrete and masonry, and

protected from weather, moisture, soiling, abrasion, extreme temperatures, and humidity.

B. Deliver and store cast-metal products in wooden crates surrounded by enough packing material

to ensure that products are not cracked or otherwise damaged.

1.9 FIELD CONDITIONS

A. Field Measurements: Verify actual locations of walls and other construction contiguous with

decorative metal by field measurements before fabrication and indicate measurements on Shop

Drawings.

PART 2 - PRODUCTS

2.1 DECORATIVE METAL FABRICATORS

A. Manufacturer specializing in the decorative architectural metal fabrication and specified finish:

Couty Design Build

Architectural Metal Fabrication

3738 Hawkins St. SE, Suite B

Albuquerque, NM 87109

www.CoutyDesignBuild.com

[email protected]

(505)795-4170

2.2 METALS, GENERAL

A. Metal Surfaces, General: Use materials with smooth, flat surfaces unless otherwise indicated.

Use materials without seam marks, roller marks, rolled trade names, stains, discolorations, or

blemishes.

2.3 STEEL AND IRON

A. Tubing: ASTM A 500/A 500M cold formed.

B. Bars: Hot-rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010.

C. Plates, Shapes, and Bars: ASTM A 36/A 36M.

D. Cast Iron: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M unless

otherwise indicated.

E. Steel Sheet, Cold Rolled: ASTM A 1008/A 1008M, either commercial steel or structural steel,

exposed.



2.4 FASTENERS

A. Fastener Materials: Unless otherwise indicated, provide the following:

1. Uncoated-Steel Items: Plated steel fasteners complying with ASTM B 633,

Class Fe/Zn 25 for electrodeposited zinc coating where concealed, Type 304 stainless-

steel fasteners where exposed.

2. Galvanized-Steel Items: Plated steel fasteners complying with ASTM B 633,

Class Fe/Zn 25 for electrodeposited zinc coating.

3. Dissimilar Metals: Type 316 stainless-steel fasteners.

B. Fasteners for Anchoring to Other Construction: Unless otherwise indicated, select fasteners of

type, grade, and class required to produce connections suitable for anchoring indicated items to

other types of construction indicated.

C. Provide concealed fasteners for interconnecting components and for attaching decorative metal

items to other work unless otherwise indicated

1. Provide tamper-resistant flat-head machine screws for exposed fasteners unless otherwise

indicated.

D. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities

having jurisdiction, based on ICC-ES AC193.

2.5 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy

welded.

1. For aluminum, provide type and alloy as recommended by producer of metal to be

welded and as required for color match, strength, and compatibility in fabricated items.

B. Brazing Rods: For copper alloys, provide type and alloy as recommended by producer of metal

to be brazed and as required for color match, strength, and compatibility in fabricated items.

C. Etching Cleaner for Galvanized Metal: Complying with MPI#25.

D. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and

compatible with paints specified to be used over it.

E. Lacquer for Copper Alloys: Clear, acrylic lacquer specially developed for coating copper-alloy

products.

F. Shop Primers: Provide primers that comply with Section 099000 0 Painting.

G. Universal Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal

modified-alkyd primer complying with MPI#79 and compatible with topcoat.

1. Use primer containing pigments that make it easily distinguishable from zinc-rich primer.

H. Intermediate Coats and Topcoats for Steel: Provide products that comply with Section 099000

Painting.



I. Polyurethane Topcoat for Steel: Complying with MPI#72 and compatible with undercoat.

2.6 FABRICATION, GENERAL

A. Assemble items in the shop to greatest extent possible to minimize field splicing and assembly.

Disassemble units only as necessary for shipping and handling limitations. Clearly mark units

for reassembly and coordinated installation. Use connections that maintain structural value of

joined pieces.

B. Make up wire-rope assemblies in the shop to field-measured dimensions with fittings machine

swaged. Minimize amount of turnbuckle take-up used for dimensional adjustment so maximum

amount is available for tensioning wire ropes. Tag wire-rope assemblies and fittings to identify

installation locations and orientations for coordinated installation.

C. Form decorative metal to required shapes and sizes, true to line and level with true curves and

accurate angles and surfaces. Finish exposed surfaces to smooth, sharp, well-defined lines and

arris.

D. Form bent-metal corners to smallest radius possible without causing grain separation or

otherwise impairing the Work.

E. Form simple and compound curves in bars, pipe, tubing, and extruded shapes by bending

members in jigs to produce uniform curvature for each configuration required; maintain cross

section of member throughout entire bend without buckling, twisting, cracking, or otherwise

deforming exposed surfaces.

F. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of

approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on

exposed surfaces.

G. Mill joints to a tight, hairline fit. Cope or miter corner joints. Fabricate connections that will be

exposed to weather in a manner to exclude water.

H. Provide weep holes where water may accumulate. Locate weep holes in inconspicuous

locations.

I. Provide necessary rebates, lugs, and brackets to assemble units and to attach to other work. Cut,

reinforce, drill, and tap as needed to receive finish hardware, screws, and similar items unless

otherwise indicated.

J. Comply with AWS for recommended practices in shop welding and brazing. Weld and braze

behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded

and brazed joints of flux, and dress exposed and contact surfaces.

1. Where welding and brazing cannot be concealed behind finished surfaces, finish joints to

comply with NOMMA's "Voluntary Joint Finish Standards" for Type 1 Welds: no

evidence of a welded joint.



2.7 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,

temporary protective covering before shipping.

2.8 STEEL AND IRON FINISHES

A. Preparing Nongalvanized Items for Shop Priming: Prepare uncoated ferrous-metal surfaces to

comply with requirements indicated below:

1. Exteriors (SSPC Zone 1B): SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

B. Primer Application: Apply shop primer to prepared surfaces of items unless otherwise

indicated. Comply with requirements in SSPC-PA 1, "Paint Application Specification No. 1:

Shop, Field, and Maintenance Painting of Steel," for shop painting. Primer need not be applied

to surfaces to be embedded in concrete or masonry.

1. Shop prime uncoated ferrous-metal surfaces with primers specified in Section 09 9000

Painting.

2. Do not apply primer to galvanized surfaces.

C. Shop-Applied Finish for the decorate laser/CNC cut panels only:

1. Color: Patina color/finish using the following system:

a. Ultra-shield primer

b. Metal effects primer

c. Metal oxidizing iron paint

d. Rust Activator

e. Permacoat Extreme

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Installer present, for compliance with requirements for

installation tolerances and other conditions affecting performance of decorative metal.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Provide anchorage devices and fasteners where needed to secure decorative metal to in-place

construction.



B. Perform cutting, drilling, and fitting required to install decorative metal. Set products accurately

in location, alignment, and elevation, measured from established lines and levels. Provide

temporary bracing or anchors in formwork for items to be built into concrete, masonry, or

similar construction.

C. Fit exposed connections accurately together to form tight, hairline joints or, where indicated,

uniform reveals and spaces for sealants and joint fillers. Where cutting, welding, and grinding

are required for proper shop fitting and jointing of decorative metal, restore finishes to eliminate

evidence of such corrective work.

D. Do not cut or abrade finishes that cannot be completely restored in the field. Return items with

such finishes to the shop for required alterations, followed by complete refinishing, or provide

new units as required.

E. Install concealed gaskets, joint fillers, insulation, and flashings as work progresses.

F. Restore protective coverings that have been damaged during shipment or installation. Remove

protective coverings only when there is no possibility of damage from other work yet to be

performed at same location.

1. Retain protective coverings intact; remove coverings simultaneously from similarly

finished items to preclude nonuniform oxidation and discoloration.

G. Field Welding: Comply with applicable AWS specification for procedures of manual shielded

metal arc welding and requirements for welding and for finishing welded connections in

"Fabrication, General" Article. Weld connections that are not to be left as exposed joints but

cannot be shop welded because of shipping size limitations.

H. Field Brazing: Comply with requirements for brazing and for finishing brazed connections in

"Fabrication, General" Article. Braze connections that are not to be left as exposed joints but

cannot be shop brazed because of shipping size limitations.

I. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals

and other materials from direct contact with incompatible materials.

1. Coat concealed surfaces of aluminum that will be in contact with grout, concrete,

masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.

3.3 CLEANING AND PROTECTION

A. Unless otherwise indicated, clean metals by washing thoroughly with clean water and soap,

rinsing with clean water, and drying with soft cloths.

B. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and

abraded areas of shop paint and paint exposed areas with same material as used for shop

painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.

1. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.



C. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and

abraded areas of shop paint are specified in Section 09 9000 Painting.

D. Protect finishes of decorative metal from damage during construction period with temporary

protective coverings approved by decorative metal fabricator. Remove protective covering at

time of Substantial Completion.

E. Restore finishes damaged during installation and construction period so no evidence remains of

correction work. Return items that cannot be refinished in the field to the shop; make required

alterations and refinish entire unit, or provide new units.

END OF SECTION 057000

FBT Architects – Shade Structures.docx

10 7344 - 1 Pre-Engineered Shade Structure

SECTION 10 7344 - PRE-ENGINEERED SHADE STRUCTURES

PART 1 - GENERAL

1.1 Related Documents

A. Drawings and general provisions of the Contract.

B. General Conditions and Specifications Sections, apply to this section.

1.2 Summary

A. The shade structure manufacturer shall be responsible for the design, engineering,

fabrication, and supply of the work specified herein.

B. The intent of this specification is to have only one manufacturer be responsible for the

above functions.

1.3 Submittals

A. Provide proof of installed reference sites with structures for similar scope of project and

installation that are engineered to Current Building Code specifications. Include in

reference list of structure dimensions with install dates and project locations.

B. Provide a digital sample with a minimum of 17 fabric samples to demonstrate fabric color

range, and a minimum of 31 powder coat samples to demonstrate steel color range. Also,

provide letter of authorization from fabric manufacturer for use of fabric.

C. Provide proof of all quality assurance items including;

a. ISO 9001 certification.

1.4 Award of Contract Submittals

A. Provide wet-sealed structural engineering design drawings and calculations. These

drawings should include; plans, elevations, details, dimensions, support steel sizing, cables

and hardware, interfaces to foundation supports, design loads used in structural

calculations, and foundation reaction loads.

B. Provide fabric samples and powder coat colors for final order selection.

1.5 Quality Assurance

Fabrication and erection are limited to firms with proven experience in design and construction of

fabric shade structures, and such firms shall meet or exceed the following minimum requirements:

A. Contractor/Installer should have experience in erecting these type of shade structures.

B. All manufacturers shall have at least a 15-year experience in design, engineering,

manufacture, and erection of shade structures, with similar scope and a successful

construction record of in-service performance and erection of permanent fabric structures.



C. The contractor shall demonstrate that it has a staff of experienced fabric structure

installation personnel who will undertake the installation of each project.

1.6 Project Conditions

A. Field Measurements: Verify layout information for shade structures shown on the

drawings in relation to the property survey and existing structures, and verify locations by

field measurements prior to construction General contractor shall provide property survey

and required documents.

1.7 Warranty

A. The successful bidder shall provide a three (3) years warranty on all labor and materials.

B. A supplemental warranty from the manufacturer shall be provided for a period of ten (10)

years (pro-rated) on fabric and twenty (20) years on the structural integrity of the steel,

from date of substantial completion.

C. The warranty shall not deprive the Owner of other rights the Owner may have under the

provisions of the Contract Documents, and will be in addition to, and run concurrent with,

other warranties made by the Contractor under requirements of the Contract Documents.

PART 2 - PRODUCTS

2.1 General

A. The proposed structure(s) shall be manufactured by Skyways, a brand of Landscape

Structures Inc., or approved equal, shall be modular and pre-fabricated, and include the

structural steel frame, fabric roof, steel cables, all fasteners, and foundation hardware.

B. All modular shade structures shall be palletized and shipped as a pre-fabricated package.

This should include structural frame members, fabric roof, all fasteners, and installation

manual. The palletized shipment should have a central pick-point so that the shipment can

safely and easily be unloaded via forklift equipment.

C. Installation of the proposed structure(s) shall be performed by an installation contractor

that has been certified by the manufacturer with a minimum of 32 hours of training.

Installer to provide copy of certification.

D. Or approved equal. Substitution requests must be submitted a minimum of ten (10)

calendar days prior to bid date. Any approvals of substitutions shall be issued by addendum

only prior to bid date.

E. Alternate suppliers must meet the qualifications and provide proof of certification listed

under Section 3.3 – Quality Assurance.

F. All shade structures are engineered and designed to meet the following loads, but is also

dependent on the geographic location of the installation and the local building codes.

IBC 2006

90 mph wind load

5 psf snow load



IBC 2009

90 mph wind load

5 psf snow load

IBC 2012

105 mph wind load

5psf snow load

IBC 2015

105 mph wind load

5psf snow load

2.2 Steel

A. All steel members of the shade structure shall be designed in strict accordance with the

requirements of the “American Institute of Steel Construction” (AISC) Specifications.

B. All connections shall have a maximum internal sleeving tolerance of 0.0625 inches, using

high-tensile strength steel sections, with a minimum sleeve length of 10 inches.

C. All hollow not round structural steel members shall be cold-formed, high-strength steel,

and comply with ASTM-A500, Grade B or C as required.

D. All steel plates shall comply to ASTM A-572, Grade 50 or to ASTM A-36 as required.

2.3 Bolts

A. All structural field connections of the shade structure shall be designed and made with

high-strength bolted connections using either ASTM A-325, Grade B or SAE J249

Grade 8 as required and indicated on the drawings.

B. All stainless steel bolts shall comply with ASTM F-593, Alloy Group 1 or 2.

C. All bolt fittings that secure sleeve connections shall include rubber washers for water-tight

seals at joints.

2.4 Welding

A. All shop-welded connections of the shade structure shall be designed and performed in

strict accordance with the requirements of the “American Welding Society” (AWS)

Specifications.

B. Structural welds shall be made in compliance with the requirements of the “Prequalified”

welded joints, where applicable, and by certified welders.

C. No onsite or field welding shall be permitted.

2.5 Powder Coating

A. Carbon structural steel tubing preparation prior to powder coating shall be

executed in accordance to commercial blast cleaning SSPC-SP6 or NACE #3.

B. A commercial blast-cleaned surface, when viewed without magnification, shall be free of

all visible oil, grease, dirt, mill scale, rust, coating, oxides, corrosion, as well as other

products or foreign material.



C. All metal parts and surfaces, except hardware, shall be coated with ProShield finish where

a minimum .002" of epoxy zinc rich primer is applied. A minimum .004" of architectural-

grade Super Durable polyester TGIC powder is applied. The average ProShield film

thickness is .006".

D. ProShield is formulated and tested per the following ASTM standards. Each color must

meet or exceed the ratings listed below:

• Hardness (D3363) rating 2H

• Flexibility (D522) pass 1/8" mandrel

• Impact (D2794) rating minimum 80 inch-pounds

• Salt Fog Resistance (B117 and D1654) 4,000 hours and rating 6 or greater

• UV Exposure (G154, 340 bulb) 3,000 hours, rating delta E of 2, and 90 percent gloss

retention

• Adhesion (D3359, Method B) rating 5

E. Manufacturer to provide Hatch Test results to verify finish adhesion.

F. Manufacturer to provide in-process quality reports results to verify finish thickness.

G. Manufacturer to provide in-process quality reports results to verify complete cure of the

finish.

2.6 Fabric Tension Cables

A. All steel cables diameters and types, shall be determined based on calculated engineering

load.

B. Structural wire rope cables shall conform to the latest revision of ASTM A 603, “Standard

specification for zinc-coated steel structural wire rope”.

C. Structural strand cables shall conform to the latest revision of ASTM A 586, “Standard

specification for zinc-coated parallel and helical steel wire structural strand”.

D. Seven wire pre-stressing strand shall conform to the latest revision of ASTM A 416,

“Standard specification for uncoated seven wire stress relieved strand for pre-stressed

concrete”, and shall be grade 270.

2.7 Fabric Roof Systems

A. UV Shade Fabric shall be made of UV-stabilized high-density polyethylene (HDPE). This

mesh fabric must be lock stich knit with monofilament and tape yarn.

B. Fabric Weight shall be 10.0 Oz/SQFT.

C. Fabric shall conform to and pass the ASTM E-84 testing standard, with a flame spread

index of no greater than 15.

D. Fabric shall have a life expectancy of 12-year minimum with continuous sun exposure.

E. Fabric shall have minimal fading after 5 years of continuous exposure to the elements, with

the exception or RED which shall have minimal fading after 3 years.

F. Tensile Strength Warp, 142.75 lbs / Weft, 560.67 lbs

G. Elongation Warp, 95.6% / Weft, 70.4%

H. Tear Strength Warp, 42.03 lbs / Weft, 80.70 lbs

I. Burst Pressure 507.63 (psi)

J. Burst Strength 482.43 lbs

K. Fabric shall block a minimum of 89.3% of the UV Spectrum.

L. Fabric shall provide a minimum of 74.3% Shade Factor.



M. All fabric joints to be prefabricated, no sewing is allowed on site.

N. Thread shall be manufactured from 100% expanded polytetrafluoroethylene (PTFE). This

mildew-resistant, exterior-approved thread shall meet or exceed the following:

• Flexible temperature range

• Very low shrinkage factor

• Extremely high strength; durable in outdoor climates

• Resists flex and abrasion of fabric

• Unaffected by cleaning agents, as well as acid rain, mildew, saltwater

• Rot-resistant, and unaffected by most industrial pollutants

• Specially treated for prolonged exposure to the sun

• Lockstitch thread – 1200 Denier or approved equal

• Chain stitch thread – 1200 Denier or approved equal

O. All corners shall be reinforced with extra non-tear fabric and strapping to properly

distribute load(s).

P. The perimeters of the fabric top that contain the cables shall be double lockstitches.

PART 3 - EXECUTION

3.1 Installation

Installations of shade structures shall comply with manufacturer’s instructions for assembly,

installation, and erection, per approved drawings.

A. Concrete work shall be executed in accordance with the latest edition of the

American Concrete Building Code, ACI 318.

B. Concrete specifications shall comply as per plans, and as follows:

a. 28-day strength F’c 3,500psi

C. All reinforcement shall conform to ASTM A-615, Grade 60.

D. Reinforcing steel shall be detailed, fabricated, and placed in accordance with the latest ACI

Detailing Manual, and Manual of Standard Practice.

E. All anchor bolts, to be set in new concrete, shall be ASTM F-1554, Grade 55.

F. All anchor bolts shall be hot-dip galvanized if exposed to weather.

G. Footings shall be placed in accordance with, and conform to, manufacturer’s

engineered drawings and specifications.

END OF SECTION

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FARMINGTON PARK, RECREATION AND CULTURAL AFFAIRS AND THE CONVENTION & VISITORS BUREAU

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1" HIGH LETTERS

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5/8" HIGH LETTERS

1/2" HIGH LETTERS

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CITY OF FARMINGTON

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CITY OF FARMINGTONCITY COUNCIL

CITY MANAGER

DISTRICT 1DISTRICT 2DISTRICT 3DISTRICT 4

MAYOR

FBT ARCHITECTS ARCHITECT

(TO BE DECIDED) CONTRACTOR

3/4" HIGH LETTERS _ __,,(YEAR COMPLETE)

1" HIGH LETTERSETCHED STAINLESS STEEL 3/16" THICKNESS, STUD BLIND MOUNT BY

CENTURY SIGN BUILDERS OR APPROVED EQUIVALENT -

505.888.2901, FURNISH AND INSTALL WHERE SHOWN ON PLAN

BACKGROUND: TBD

LETTER STYLE: CLARENDON BOLD (TITLE AND DATE)

CLARENDON REGULAR (NAMES AND TITLES)

NOTE:

NAMES IN PARENTHESES WILL BE COORDINATED WITH ARCHITECT

PRIOR TO CONSTRUCTION

END OF SECTION 101400

10 1400-5

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25' - 5 1/2"

5' -

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6' -

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6' - 0"

6' -

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6' - 0"

78.3

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78.68°

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20' - 0"

10' - 5"

4' - 2 1/2"

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OFPROJECT NO.:

REVIEWED BY:

DRAWN BY:

DATE ISSUED:

ADDENDUM #REFER TO:

Mail: 1 Park Square 6501 Americas Pkwy NE, Ste 300 Albuquerque, NM 87110

PHO: 505.883.5200FAX: 505.884.5390WEB: www.fbtarch.com

MP

TG

03/26/18

644SKA-001R

2AS-102

FARMINGTON OUTDOORAQUATICS

1901 N DUSTIN AVE,FARMINGTON, NM 87401

Revision Schedule

Revision# Revision Description

RevisionDate

2 Addendum #2 03/26/18

1/8" = 1’−0"A1 ENLARGED ARCHITECTURAL SITE PLAN − ADA PARKING AND RAMP

72

72 FURNISH AND INSTALL CUSTON TILE LOGO. CUSTOM TILE LOGO SHALLBE KILN FIRED CERAMIC TILE WITH ’JOLT YOUR JOURNEY’ LOGO, ASAVAILABLE FROM TILE ARTISANS DIGITAL IMAGING, LLC (800)−601−4199,OR EQUAL. INSTALL PER MANUFACTURER’S SPECIFICATIONS. SEEDETAIL D5/AS−132. OWNER WILL PROVIDE IMAGE FILE TO FABRICATORUPON SELECTION.

2

2

KILN FIRED CERAMIC TILE WITH 'JOLT YOUR JOURNEY' LOGO, AS AVAILABLE FROM TILE ARTISANS DIGITAL IMAGING, LLC (800)-601-4199, OR EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. OWNER WILL PROVIDE IMAGE FILE TO FABRICATOR UPON SELECTION. SEE ENLARGED SITE PLAN A1/AS-102.

1' -

0"

1' - 0"

1/8" GROUT JOINTS, TYP.

FIELD COLOR

ACCENT COLOR 1

ACCENT COLOR 2

BACKGROUND COLOR

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1 1/2" = 1’−0"D5 JOLT YOUR JOURNEY TILE

2

[ ]

X

XX X

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6' - 0"

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2 Addendum #2 03/26/18

1" = 20’−0"A1 OVERALL ARCHITECTURAL SITE PLAN

2

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Addendum # Revision DescriptionRevision

Date

2 Addendum #2 03/29/18

1/8" = 1’−0"C1ROOF PLAN

2. WHENEVER POSSIBLE, ALL BOLTS AND FASTENERS SHALL BE PLACED SO THATTHE END PIECES PROJECT AWAY FROM PLAY AREAS, WALKWAYS, BOLTS, ETC.SO THERE ARE NO PROTRUDING ENDS.

SEE GEOTECHNICAL REPORTFOR SUBGRADE PREP

NOTES:

1. REFERENCE SPECIFICATIONS FOR POST SIZES.

3.

1" SQUARE GALVANIZED TUBING TOP RAIL WITH 1/8" THICK WALLS.

3/16" X 5/8" X 40" STRETCH BAR. POST TOP CAP, BOTHSIDES.

TENSION BANDS - 15" O.C. MAX.,BOTH SIDES.

9 GAUGE X 2" MESH FABRIC -KNUCKLE & KNUCKLE BOTH SIDES.

3000 PSI CONCRETE FOOTING.

1" SQUARE GALVANIZED TUBING BOTTOM RAIL WITH 1/8" THICK WALLS.

END POST.

1.66" OUTSIDE DIAMETER MIDDLE RAIL.

HINGE (TOP AND BOTTOM).

1" SQUARE GALVANIZED TUBING SIDE POST WITH 1/8" THICK WALLS, BOTH SIDES.

3/8" THICK STEEL KICK PLATE -WELD TO RAILS AND SIDE POSTS.

3'

6'36

"3"

12" 12"

10"

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.

PANIC HARDWARE NOTES:

1. INSTALL ON COURTYARD SIDE. CENTER PANIC BAR ON 2’-0” TALL, STEEL PLATE. 2. COORDINATE MOUNTING HEIGHT WITH PANIC BAR MANUFACTURER MOUNTING HEIGHT RECOMMENDATIONS.

24" HT. GALVANIZED STEEL MOUNTING PLATE, ADJUSTABLE WIDTH, 12GA., W/ADJUSTABLE RECEIVER BRACKET AND EXIT BAR. SEE DOOR HARDWARE FOR EXTERIOR GATE DEVICE.

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12" = 1’−0"A4 6’ HT.X 4’ W CHAIN LINK GATE

2

B

2

2

106' - 0" 28' - 8"

1

S-201

1

S-201

1

S-201

1

S-201

4

S-201

4

S-201

1

S-201

4

S-201

1

S-201

4

S-201

4

S-201

1

S-201

4

S-201

1

S-201

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.C.J.C.J.C.J.C.J.C.J.

C.J

.C

.J.

C.J.

C.J

.C

.J.

C.J

.

C.J

.C

.J.

C.J

.C

.J.

C.J

.C

.J.

6

S-2011

6

S-201

6

S-2016

S-201

1

1

4

S-201

3

W8x15 @ 4'-11 1/4" O.C.

HSS5x5x

1/4

1

S-301

2

S-301

S-3014

S-3013

52' - 8" 13' - 6" 12' - 6" 14' - 0" 8" 2' - 0" 10' - 8" 17' - 4" 11' - 4"

28' - 8"

4' - 0" 4' - 0" 5' - 6" 5' - 6" 4' - 0" 4' - 6"

1

1

1

HSS5x5x

1/4

C.J

.C

.J.

C.J

.

C.J

.

11' -

0"

5' -

8"

10' -

6"

10' -

10"

1' -

4"

6' -

0"

W14X26 W14X26

1

8' - 5" 19' - 9" 19' - 9" 4' - 1"

16' -

8"

21' -

4"

8"

52' - 0" 33' - 4" 10' - 0"

38' -

0"

4

S-201

C.J

.C

.J.

C.J

.C

.J.

C.J

.C

.J.

C.J

.C

.J.

C.J

.C

.J.

45' -

4"

C.J.

C.J.

C.J.

C.J. C.J.

95' - 4"

6"5'

- 6

"10

' - 8

"27

' - 4

"

44' -

0"

3

3

HSS5x5x1/4

1

W14X26W14

X26

4

F2

B/F EL. EL.=97'-6"

9

S-201

9

S-201

4

4

5

5

A

C

TYP OF 3 - F1

B/F EL.=97'-6"

TYP OF 3 - F1

B/F EL.=97'-6"

6

14

S-201

F2

B/F E

L. EL.=

97'-6

"

9

S-20112

S-301

M.C.J.

M.C.J.

M.C

.J.

M.C

.J.

M.C

.J.

M.C

.J.

M.C

.J.

M.C.J.

M.C.J.

M.C

.J.

M.C

.J.

M.C

.J.

M.C

.J.

M.C.J.

M.C.J.

M.C.J.

16' - 8" 12' - 0"

10' -

8"

23' -

4"

11' -

4"

15' - 4" 13' - 4"16' - 0" 29' - 4" 7' - 4" 19' - 7" 21' - 1"

12' -

0"

26' -

0"

18' - 8" 14' - 8" 18' - 8" 7' - 4" 18' - 8" 7' - 4"

8' -

0"

19' -

4"13

' - 8

"2 1/2" 6' - 6" 6' - 6" 13' - 4" 6' - 6" 6' - 6"

5' -

3 1

/2"

A. DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS NOTED OTHERWISE.

B. C.J. INDICATES CONTROL JOINT LOCATION IN SLAB. SEE 6/S-201.

C. W0x0 XXX'-X" INDICATES TOP OF STEEL ELEVATION.

D. INDICATES BASE PLATE MARK. SEE 10/S-201 FOR SCHEDULE.

E. SEE 14, 15, AND 16 ON S-301 FOR TYPICAL CMU PLAN DETAILS.

F. M.C.J. INDICATES MASONRY CONTROL JOINT. SEE 17/S-301 FOR TYPICAL.

GENERAL NOTES

1

1. 4" CONC. SLAB REINFORCED W/ 6x6-W2.9xW2.9 W.W.F. (CENTERED IN SLAB) OVER 4" OF AGGREGATE BASE COURSE OVER COMPACTED SUBGRADE - FINISH FLOOR ELEVATION -100'-0" - SEE CIVIL FOR M.S.L.E.

2. 4" CONC. SLAB REINFORCED W/ 6x6-W2.9xW2.9 W.W.F. (CENTERED IN SLAB) OVER 4" OF AGGREGATE BASE COURSE OVER COMPACTED SUBGRADE - FINISH FLOOR ELEVATION -95'-0" - SEE CIVIL FOR M.S.L.E.

3. 1 1/2"x3/16" GALVANIZED STEEL GRATING, KLEMP 19-4-63 OR EQUAL.

4. MC12x10.6 STAIR STRINGERS.

5. (2)-#4 x 3'-0" CENTERED IN SLAB.

6. 1/4" STEEL DIAMOND PLATE PLANK.

KEYED NOTES

B

2

2

3

S-201

1

S-201

4

S-201

8' - 5" 19' - 9" 5' - 4" 6' - 4"

5' -

8"

21' -

4"

C.J.C.J.C.J.C.J. C.J

.

C.J

.

C.J

.C

.J.

2

S-201

7

S-201

C.J.

C.J

.

2

1

1

21' -

4"

10' -

6"

10' -

10"

C.J

.C

.J.

3

3

C.J

.

F3

B/F EL.=93'-0"

F2

B/F E

L.=9

3'-0"

F2B/F

EL.=

93'-0

"

6

S-201

3

S-201

4

8

S-201

55

11

S-201

12

S-201

5' -

0"

MARK

SPREAD FOOTING SCHEDULEREINFORCINGLENGTH WIDTH DEPTH

F1 3 - #4 EACH WAY2' - 0" 2' - 0" 1' - 0"

F2 3 - #5 EACH WAY3' - 0" 3' - 0"

F3 4 - #5 EACH WAY4' - 0" 4' - 0"

1' - 0"

1' - 0"

ENGINEERING LTD

6501 Americas Parkway NE Suite 301Albuquerque New Mexico 87110881-3008 Facsimile 881-4025

Structural Engineering

Civil Engineering

MAIL: 6501 Americas Pkwy NE., Ste. 300 PHO: 505.883.5200Albuquerque, NM 87110 FAX: 505.884.5390

WEB: www.fbtarch.com

CONSULTANT

1 2 3 4 5 6

A

B

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FOUNDATION PLAN

MJW

DR

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MARCH, 2018

FARMINGTON

OUTDOOR AQUATICS

100% CONSTRUCTION

DOCUMENTS

644


FARMINGTON OUTDOOR AQUATICS

1/8" = 1'-0"2 FOUNDATION PLAN

N

1/8" = 1'-0"1 FOUNDATION PLAN LOW

N

2

2

MARK DATE DESCRIPTION

3/27/18 Basin Revision

CONT. KEYED JOINT

AT END OF POUR

1/8" x 1/3 DEPTH -OF-SLAB SAWCUT

AT SAWCUT

NOTE: AT CONTRACTOR'S OPTION A PLASTIC JOINT FORMER MAY BE INSTALLED INSTEAD OF THE SAWCUT.

24"24"

LINE OF STEMWALLBELOWEDGE OF SLAB

1-#4 IN SLAB TYP.

3-#4 CONT.

#5 DWLS. @ 32" O.C.

#4 @ 48" O.C.TRANSV.

PERIMETERINSULATION-SEE ARCH.

B/F EL.=97'-8"

8" CMU W/ #5 @ 32" O.C. VERT. GROUT ALL REINF. CELLS SOLID

2-#5 CONT. IN KNOCK-OUT BOND BEAM @ 4'-0" O.C.

#5 DWLS. @ 32" O.C.W/ STD. HOOK

30# FELT JOINT

2-#5 IN CONT. BOND BEAM

1/2" EXP. MATL. W/ CONT. CAULKING

SEE ARCH. FOREXTERIOR SLAB

8" CMU WALL -GROUT SOLID

ALT BEND

4"1'

- 0

"1'

- 0

"

EQUAL EQUAL

2' - 0"

CONCRETE SLAB - SEE PLAN

2-#5 CONT. INKNOCK- OUT BONDBEAM

FIN. FLR.EL. = 100'-0"

30# FELT JOINT -TYPICAL

8" CMU W/ #5 VERT @ 32" O.C. GROUT ALL CELLS SOLID

#4 CONT.

#4 DOWEL @ 24" O.C.

#4 TRANSV.@ 24" O.C.

5-#4 BARSCONT.

#6 VERT. DOWEL@ 16" O.C.

2-#5 CONT. INKNOCK- OUT BONDBEAM @ 4'-0" O.C.

CONC. SLAB - SEE PLAN

5' -

0"

MA

X.

1' -

0"

1' -

0"

8"

3" C

LR.

1' - 0" 6" 2' - 0"

3' - 6"

2 3/4" OFFSET

2' -

0"

3-#4 CONT.


PERIMETERINSULATION-SEE ARCH.

B/F EL.=97'-8"

4"

1/2" EXP. MATL. W/ CONT. CAULKING


#5 DWLS. @ 32" O.C.W/ STD. HOOK


8" CMU WALL -GROUT SOLID

4"1'

- 0

"1'

- 0

"

#4 PER 5/S-201

ALT BEND

3"

2' - 0"

EQUAL EQUAL

CONCRETE SLAB - SEE PLAN


1/2" EXPAN. MAT'L W/ CONT. CAULKING @ SLAB

8" CMU - GROUT ALL REINFORCED CELLS AND CELLS BELOW GRADE SOLID

#4 TRANSV.@ 16" O.C.

6-#4 BARSCONT.

#5 VERT. @ 32" O.C.


EXTERIOR SLAB OR GRADE AS OCCURS

2' - 6"1' - 0"

3' - 6"

5' -

0"

MA

X. R

ET

'D H

EIG

HT

30# FELT JOINT

3" CLR

1' -

0"

1' -

0"

2 3/4" OFFSET

#6 DOWELS @ 16" O.C.

2'-1"

2'-9

"

3" C

LR

FIN. FLR. EL.-SEE PLAN

SCHED. BASE PLATEAND ANCH. BOLTS

30# FELT JOINT

2" NON-SHRINK GROUT

4"8"

1' -

0"

B/F EL.-SEE PLAN3"

CLR

.

SEE PLAN FOR SIZE AND REINFORCING

EQUAL EQUAL

STEEL COLUMN -SEE PLAN

GRID

L3x3x1/4 W/(1)-1/2"DIA.x3 1/2" EXPANSION ANCHOR

2-#4 CONT.

STAIR STRINGER -SEE PLAN

SEE ARCH/CIVIL

3/16

3000 PSI CONCRETE -COORDINATE EXTENTS OF EXTERIOR SLAB W/ ARCH.

1" STEEL GRATING

L2X2X3/16 GRATING SUPPORTS

1' - 2"

8"4"

#4 @ 16" O.C. TRANSVERSE

NOTE:SEE ARCH. FOR RISE AND RUN

CONT. 1/2" EXPAN. MAT'L W/ SEALANT


PROVIDEWATERPROOFINGAROUND COLUMN

T.O.S. EL.-SEE ARCH.

2" NON-SHRINKGROUT

SCHED. BASEPL & ANCHOR BOLTS

3" C

LR.

1' -

0"

1' -

6"

GRID

STEEL COLUMN -SEE PLAN

EQUAL EQUAL

SEE PLAN FOR SIZE & REINF.

B/F EL.-SEE PLAN

DOUBLE HEXNUTS

SC

HE

D. E

MB

ED

4"

1/4TYP.

MARK

BASE PLATE SCHEDULE

A

TYPE

1

TYPICAL ANCHOR BOLTTYPE A

SIZE"T"x"A"x"B"

A307ANCHOR BOLTS

A2

4-3/4" DIA.x9"PL 3/4"x13"x1'-1"

SCHED. "B"

2" EQ EQ 2"

SC

HE

D. "

A" 2"

EQ

EQ

2"

4-3/4" DIA.x9"PL 3/4"x14"x1'-2"

A3 4-3/4" DIA.x9"PL 3/4"x12"x1'-0"

#5 @ 8" O.C.HORIZ.

CONT. 2x4 KEY

#5 @ 12" O.C.EACH WAY

#5 BARS @ 6"O.C. VERT.

1' -

0"

4' -

0"

1' -

0"

3" C

LR

3/4" CHAMFER -TYPICAL

4000 PSI CONCRETE WITH XYPEX ADMIXTURE @ TANK

FIN. FLR. EL.=100'-0"

CONT. 3-BULB WATER STOP

4" 8"

HANDRAIL PER ARCH.

LINE OF FINISHED FLOOR BEYOND


1/2" EXPAN. MAT'L W/ CONT. CAULKING @ SLAB

8" CMU - GROUT ALL REINFORCED CELLS AND CELLS BELOW GRADE SOLID

#5 @ 12" O.C. EACH WAY

#5 VERT. @ 32" O.C.


EXTERIOR SLAB OR GRADE AS OCCURS

1' -

0"

4' -

0"

1' -

0"

#6 DOWELS @ 16" O.C.

2'-1"

2'-9

"

3" C

LR

1' - 0" 8" 8"

#5 DOWELS @ 6" O.C.

#5 @ 8" O.C. HORIZ.

#5 @ 6" O.C. VERT. BARS

FIN. FLR. EL.=100'-0"

3/4" CHAMFER -TYPICAL

CONT. 2x4 KEYWAY

CONT. 3-BULB WATER STOP

S-20113

1-#4

STEP

"Z" BARS TO MATCH SIZE AND SPACING OF CONT. FTG. REINF.

B/F EL.-SEE PLAN

B/F EL.-SEE PLAN

MIN.

1' - 0"

18" MIN.

30 BAR DIA. 3-#4 CONT.

#5 DWLS. @ 32" O.C.


100'-0"

8" CMU. GROUT ALL REINF. CELLS SOLID

2-#5 CONT. IN KNOCK-OUT BOND BEAM @ 4'-0" O.C.


#5 VERT. @ 32" O.C.

ALT BEND

1' -

0"

EQUAL EQUAL

2' - 0"

4"

ENGINEERING LTD

6501 Americas Parkway NE Suite 301Albuquerque New Mexico 87110881-3008 Facsimile 881-4025

Structural Engineering

Civil Engineering



CONSULTANT

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FOUNDATION SECTIONS AND DETAILS

MJW

DR

S−201

MARCH, 2018

FARMINGTON

OUTDOOR AQUATICS

100% CONSTRUCTION

DOCUMENTS

644


FARMINGTON OUTDOOR AQUATICS

3/4" = 1'-0"6 TYPICAL CONTROL JOINT (C.J.)

3/4" = 1'-0"5

TYP SLAB REINFORCING @DOORS/OPNGS.

3/4" = 1'-0"1 TYPICAL PERIMETER FOOTING

3/4" = 1'-0"2

INTERIOR 8" CMU RETAINING WALLFOOTING

3/4" = 1'-0"4 PERIMETER FOOTING @ DOOR

3/4" = 1'-0"3

EXTERIOR 8" CMU RETAINING WALLFOOTING

3/4" = 1'-0"7 INTERIOR SPOT FOOTING

3/4" = 1'-0"8 THICKENED SLAB AT STAIR

3/4" = 1'-0"9 EXTERIOR SPOT FOOTING

3/4" = 1'-0"10 BASE PLATE SCHEDULE

3/4" = 1'-0"11 BASIN SECTION

3/4" = 1'-0"12

EXTERIOR 8" CMU RETAINING WALLFOOTING @ BASIN

3/4" = 1'-0"13 STEPPED FOOTING DETAIL

3/4" = 1'-0"14 TYPICAL INTERIOR FOOTING

2

2


3/27/18 Basin Revision

GENERAL NOTESA. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL

PRIOR TO INSTALLATION.

B. CONTRACTOR SHALL GRIND ALL WELDS SMOOTH. STEEL FINISH AND COLOR: TBD

C. PRIME AND PAINT ALL EXPOSED FERROUS METAL UNLESS OTHERWISE NOTED.

D. ALL PAINT COLORS TO BE SELECTED BY ARCHITECT UNLESS NOTED OTHERWISE.

E. ALL DIMENSIONS ARE TO FACE OF FINISH.

F. ALL DECORATIVE STEEL PANELS SHALL BE 3/16" THICK PER STRUCTURAL.

G. ALL DECORATIVE STEEL PANELS SHALL RECIEVE ORGANIC FINISH PER SPECIFICATIONS SECTION 057000. ALL OTHER STEEL FRAME AND SUPPORT SYSTEMS SHALL RECEIVE PAINT FINISH.

9' -

2"

3' - 4 3/4"

1/2"

3' - 2 1/2"

1/2"

3' - 2 1/2"

1/2"

3' - 4 3/4"

13' - 4"

3' - 4 3/4"1/2"

3' - 2 1/2"1/2"

3' - 2 1/2"1/2"

3' - 4 3/4"

13' - 4"

9' -

2"

WIDTH OF PATTERN: 4" LARGEST WIDTH OF PATTERN 2" SMALLEST

NOTE: PATTERN TO BE PROVIDED BY ARCHITECT DIGITALLY TO THE FABRICATOR.

STEEL STRUCTURE BEHIND.

C5

A-313

C5

A-313

D5

A-313

Sim

D5

A-313

Sim

OV

ER

HE

AD

CA

NO

PY

11' -

6"

6' -

2"1/

2"5'

- 3

1/2"

39' - 2"

EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ. 1/2" EQ.

STEEL STRUCTURE BEHIND.

WIDTH OF PATTERN: 4" LARGEST

WIDTH OF PATTERN 2" SMALLEST


DR

OP

DO

WN

FA

SC

IA5'

- 8

"

18' - 4"

9' - 2"

2' -

10"

2' -

10"

1/2"

9' - 2"


WIDTH OF PATTERN: 4" SMALLEST


3' -

6" 5

' -

0"

8' - 5"

A5

A-502

Sim

3/16" PLATE

1/2" DIA. X 4" EMBEDDED EPOXY ANCHOR.

9' -

11"

10' - 10"

9' -

11"

15' - 1 1/4"

8' -

0"1'

- 11

"

2' - 4 5/8" 6' - 0 3/16" 2' - 5 3/16"

B5

A-502

B5

A-502

B5

A-502

2' - 5 3/16" 9' - 10 3/4" 2' - 9 5/16"




MA

SO

NR

Y W

ALL

MA

SO

NR

Y W

ALLRIGID INSULATION.

STUCCO SYSTEM.

4"

6"

4"

3"

4"X6"X3/8"

4"X3"X3/8"

1/2" EPOXY SET BOLTS WITH 4" EMBEDED INTO

FULLY GROUTED CELLS.

1' - 6"

2' -

6"

2' -

3"

1' - 3"

1' - 6"

2' -

6"

2' -

3"

1' - 3"

1' - 6"2'

- 6

"

2' -

3"

1' - 3"

4' - 11 1/2"4' - 11 1/2"CLEARANCE)

2" (LATCH

8' -

0"

4"

2" CLR. 2" CLR.

10' - 5"




1' - 6"

2' -

6"

2' -

3"

1' - 3"

5"

3/16" PLATE

STUCCO SYSTEM.

2" RIGID INSULATION.

8" CMU WALL.

1/2" DIA. X 4" EMBED EPOXY ANCHOR AT 2'8" O.C.

1 1/2" DIA. STEEL SLEEVE - TYP.

STEEL STRUCTURE.

3/16" PLATE.

SEALANT - CONTINIOUS. WELD PER STRUCTURAL.

NOTE: SEE STRUCTURAL FOR FABRICATION AND ERECTION DETAILS.

OV

ER

HE

AD

CA

NO

PY

43' -

0"

18' - 4"

3'-6" +/-

9' - 1 31/32"

3'-6" +/-

9' - 2 1/32"

EDGE OF BLDG

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.2"

EQ

.

STEEL STRUCTUREBEHIND.

WIDTH OF PATTERN: 6" LARGEST WIDTH OF PATTERN: 4" SMALLEST


3' -

6"

5' -

0"

3/16" PLATE


1 1/2" DIA. STEEL SLEEVE - TYP.


2' -

8"

VARIES, SEE SITE PLAN.

3/16" PLATE


2"

2"

WIDTH OF PATTERN: 4" LARGEST WIDTH OF PATTERN 2" SMALLEST



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ARCHITECT

CIVILSouder Miller & Associates401 West BroadwayFarmington, NM 87401p_505.325-7535

LANDSCAPE GroundworkStudio6501 Americas Pkwy NE Ste. 350Albuquerque, NM 87110p_505.212-9126

STRUCTURALWalla Engineering Ltd6501 Americas Pkwy NE Ste. 302Albuquerque, NM 87110p_505.243.9287

M/E/P/FPBridgers and Paxton4600-C Montgomery Blvd. NEAlbuquerque, New Mexico 87109p_505.883.4111 f_505.888.1436

INTERIORSStudio M6501 Americas Pkwy NE Ste. 301Albuquerque, NM 87110p_505.243.9287

3/27

/201

8 1:

33:1

0 P

M

PANEL SCHEDULE & DETAILS

TG/JTRC

A-502

MARCH, 2018

FARMINGTONOUTDOOR AQUATICS

CONSTRUCTIONDOCUMENTS

644


A B C D

1/4" = 1’−0"A1 CHANGING ROOM WALL − STEEL PANEL PATTERN 1/4" = 1’−0"A3 CHANGING ROOM ROOF − STEEL PLATE PATTERN

1/4" = 1’−0"E1 BEEZEWAY FASCIA − STEEL PANEL PATTERN

SCALE: N.T.S.A6 ARCH SIGNAGE − STEEL PANEL PATTERN

1/4" = 1’−0"C3 LIFE GUARD WALL PANEL − STEEL PANEL PATTERN

1 1/2" = 1’−0"D2 GATE CONNECTION TO BUILDING

1 1/2" = 1’−0"B3 GUARDRAIL PANELS − STEEL PANEL PATTERN

1/2" = 1’−0"D5 ENTRANCE GATE − STEEL PANEL PATTERN

1" = 1’−0"B5 METAL PANEL STAND OFF DETAIL

3" = 1’−0"D4 PANEL/STRUCTURE DETAIL

1/4" = 1’−0"B1 BREEZWAY ROOF − STEEL PANEL PATTERN


2 03/26/18 Addendum #2

WEST WALL SOUTH WALL

NOTE: GUARDRAIL PANELS SHALL INSTALLED PER DETAIL D1/AS-133 AND SHALL BE SEQUENCED AS FOLLOWS: A,B,C,D,A,B,C,D... PANELS SHALL BE EQUAL IN NUMBER (24 PANELS TOTAL @ 6 EACH). CONTRACTOR SHALL COORDINATE LOCATION WITH ARCHITECT IN SHOP DRAWINGS PRIOR TO FABRICATION.

1/2" = 1’−0"A5 ARCH SIGNAGE

1/4" = 1’−0"C5 AWNING − STEEL PANEL PATTERN

2

2

2

2

22

2

2

2

1

EX. G

G

4

3

3

1" D

CW

1" DCW3/4" DCW

3/4"

DC

W

P9

P91/2" HBD 1/2" HBD

1/2"

HB

D

TW

1" P11 P11

2

15107REG I S T E R ED

P R O F E S S I O N ALE N G

I NE E

R

R ICH

ARD T . DOWN I NG

NEW

M E X I CO



CONSULTANT

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PLUMBING SITE PLAN

SDSJAW

PS−101

MARCH 11, 2018

FARMINGTON

OUTDOOR AQUATICS

100% CONSTRUCTION

DOCUMENTS

644

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GENERAL NOTES

KEYNOTES1. NEW-TO-EXISTING GAS CONNECTION.2. COORDINATE WITH NEW MEXICO GAS COMPANY FOR RESPRINGING,

REORIFICING OR REPLACEMENT OF METER AND REGULATOR TO ACCOMMODATE NEW 5533 CFH LOAD. LEAVING PRESSURE SET AT 2 PSI.

3. IN GROUND QUICK CONNECT HOSE BIBB P9. COORDINATE THE EXACT LOCATION WITH THE ARCHITECTURAL DRAWINGS. THE HOSE BIBB BOXES SHALL CENTER ON THE DECK GRID PATTERN. COORDINATE THE ROUTING OF THE CW PIPING AND DRAINS (HBD) TO / FROM THESE HOSE BIBBS WITH POOL PIPING, CONDUITS, FOOTINGS, ETC.

4. FOR CONTINUATION, SEE PP-101.5. NOT USED.

A. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE CITY UTILITY DEPARTMENT AS TO LOCATION AND SCHEDULING OF TIE-INS CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.

B. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.C. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND

APPROVED PRIOR TO BACKFILLING.D. DRAWINGS MAY NOT SHOW ALL EXISTING UTILITIES.E. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO

INSTALLATION OF ANY NEW LINES.F. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE

SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.

G. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXISTING SLOPED PAVING, RAMPS, SIDEWALKS AND BUILDING ENTRANCE LOCATIONS WITH LOCATION AND SIZE OF DOWNSPOUTS.

H. ALL SANITARY SEWER AND WATER LINES SHALL COMPLY WITH THE REQUIREMENTS AS SPECIFIED IN THE SITE WORK SPECIFICATIONS.

I. CONTRACTOR SHALL VISIT SITE TO ASSESS EXISTING CONDITIONS.J. COORDINATE WITH ALL TRADES AND THE BUILDING OWNER FOR

THE PHASING OF ANY WORK THAT HAS THE POTENTIAL TO HINDER SERVICES TO AREAS WITHIN OR OUTSIDE OF THE PROJECT SCOPE. ALL SHUTDOWNS AND TIE-INS SHALL BE COORDINATED WITH THOSE REQUIREMENTS LISTED ABOVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL TRADES AROUND SCHEDULED INTERRUPTIONS.

0' 10' 20' 40'SCALE: 1" = 20'-0"A1 PLUMBING SITE PLAN

2


2 03/27/18 Addendum #2

MULTI-PURPOSE112

STORAGE111

WOMENSRESTROOM

110

MENSRESTROOM

109

FAMILYRESTROOM

107

LOBBY101

OFFICE102

IDF ROOM103

LIFEGUARD105

STORAGE106

POOLMECH

113

RESTROOM104

WCO TYP3" FS13" FS1

3" FS1

3" FD1

3" FD3

P4

P6

DWH1

P5

P7

P7

P15

P15P7a

P7a

3" FD2

3" FD2

3" FD2

3" FD2

3" FD13" FD1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1a

P1a

P1

P1a

P1a

P1a

P-4011

P4

P3

P3

P3a

P3

P3

P3a

3"

3"

2"

3"

4"

3"

4"

SA

N

V

VV

2"2"

V

V

2"2"

V

SA

N

SAN

2"

2"

SAN4"

SAN

V

2"

4" VTR

WCO

4" DCOTG

2"

V

3" SAN

3" SAN

V

2"

3"

4" SAN

V

3"

2"

3"

SA

N

SAN4"

2"V

WCO TYP

WCO TYP

P1a

P1a

P2a

P2

P2

P3a

P7a

P3a

P-4012

SAN

SA

N

2"

2"

4"

V

2"3"

P3a

4" VTR

V

2"

FAMILYRESTROOM

108

FAMILYRESTROOM

108

WCO TYP

2" SAN

SSE-1SSE-2

SSE-3

SSE-4

4" DCOTG

4" DCOTG

4" DCOTG3" DCOTG

INVERT ELEVATION = 5407.34 INVERT ELEVATION = 5407.34

INVERT ELEVATION = 5412.34

INVERT ELEVATION = 5412.34INVERT ELEVATION = 5412.34

FFE = 5409.34

FFE = 5414.34

FFE = 5414.34

FFE = 5414.34

SEE C-106 FOR CONTINUATION

3" AVTR

AW

3"

3" FS1

3/4"CD

3/4"CD

3/4"

CD

P13

P14

8" SAN

3" S

AN

2



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CONSULTANT

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WASTE & VENT FLOOR PLAN

SDSJAW

PL−101

MARCH 11, 2018

FARMINGTON

OUTDOOR AQUATICS

100% CONSTRUCTION

DOCUMENTS

644

FA

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1/8" = 1’−0"A1WASTE & VENT FLOOR PLAN

GENERAL NOTES

KEYNOTES1. ROUTE FULL SIZE DRAIN LINES FROM T&P RELIEF VALVES TO

INDIRECT DISCHARGE INTO SERVCIE SINK.2. SANITARY SEWER LINE 5' FROM THE BUILDING. FOR CONTINUATION,

REFER TO CIVIL DRAWINGS.3. THIS FLOOR DRAIN IS INSIDE THE BACKWASH PIT.4. ACID NEUTRALIZATION SUMP, SEE DETAIL A1/P-501.5. FLOOR SINK FOR WINTER DRAIN DOWN.6. DISCHARGE CONDENSATE INTO P-TRAP TAIL PIECE.7. NOT USED.8. SANITARY WASTE BELOW GRADE COORDINATE ROUTING WITH NEW

FOOTINGS STEM WALLS.

A. ROUTE PIPING WITH HIGH POINT VACUUM BREAKERS AND LOW POINT DRAIN VALVES.

B. FINISHED FLOOR ELEVATION = 5414.34' UNLESS OTHERWISE INDICATED.

C. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND PERFORM A FIELD SURVEY TO CONFIRM LOCATION AND SIZES OF EXISTING PLUMBING SERVICES.

D. THE CONTRACTOR MAY SUBMIT HIS BID BASED ON AN ALTERNATE PIPING LAYOUT, PROVIDING IT COMPLIES WITH FOLLOWING:

1. FIELD SURVEY HAS BEEN COMPLETED AND PROPOSED PLUMBING LAYOUT WON’T CONFLICT WITH EXISTING EQUIPMENT OR WILL NOT DISRUPT PRESENTLY OCCUPIED AREAS.

2. CONTRACTOR HAS REVIEWED ALL PLANS FOR COORDINATING WITH HVAC, FIRE PROTECTION, ARCHITECTURAL, AND ELECTRICAL TRADES TO AVOID CONFLICTS.

3. NEW PIPING SHALL NOT CONNECT TO EXISTING SERVICES OF LESSER SIZE.

4. INSTALLATION COMPLIES WITH STATE AND LOCAL CODES.E. PIPING LOCATIONS HAVE BEEN SHOWN FOR CLARITY AND DO NOT

NECESSARILY REFLECT THE EXACT LOCATION OF PIPE. COORDINATE ROUTING WITH ALL OTHER TRADES BEFORE INSTALLATION OR MAKEUP OF PIPE. PROVIDE COORDINATION DRAWINGS PER SPECIFICATIONS.

F. COORDINATE ALL PLUMBING PIPING WITH ALL OTHER TRADES AND PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

G. ALL MATERIALS SHALL BE DISPOSED OF IN A PROPER MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF WORKSITE OF ANY MATERIAL THAT IS OF THEIR TRADE.

J. ALL PIPING SHALL BE TESTED PER 2015 UPC AND PER SPECIFICATIONS.

K. REFER TO DRAWING P-701 FOR PLUMBING ROUGH IN REQUIREMENTS.

0' 4' 8' 16'

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2 03/27/18 Addendum #2

4"

3"

SAN

SA

N

4"

4"

SA

N

4"

4"

4"

4"

4"

4"

4"

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

2"

2"

2"

4"

3"

SA

N

4"

4"

4"

4"

SA

N

4"

SA

N

V2"

2"

V

2"V

2"

2"

V

V

WOMENSRESTROOM

110

MENSRESTROOM

109

2"

2"

2"

2"

V

V

WCO TYP

4" VTR

V

2"

2"

V

SAN

SAN

SAN

2"

2"

2"

2"2"

4"

SA

N

2"

4"

4"2"

2"

2" 4"

3"2"

V

V

2"

SA

N

SANSAN

SAN

V WCO TYP

FROM RR 126

DISCHARGE INTO P-TRAP TAILPIECE.

1/2"

POOL DECK HOSE BIBB DRAIN.

2"

4"

EX. G

G

2" G

4" EX. G

2" G

2" G

1 1/2" G

1" G

1" G1" G

2" G

1 1/4" G1 1/4" G

2" G

1 1/2" G

3/4"

TW

4" SAN

4" SAN

4" SAN

4" SAN

2" V

3/4" CD

3/4" CD

3" SAN

2" V

2" V

2" V

8" SAN

2" V

3" SAN

3" AW

3" AV

2" V

2" SAN

2" SAN

2" V

2" V3/4" CD

4" V

2" V

4" V3" AV

4" SAN

3" SAN



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1/4" = 1'-0"1 W&V - MAIN RESTROOM

1/4" = 1'-0"2 W&V - FAMILY RESTROOMS

3 PLMB (3D) GAS ISO

4 PLMB (3D) PRESSURE ISO5 PLMB (3D) W&V ISO

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2 03/27/18 Addendum #2

AMES IN-BUILDING RISER. STAINLESSSTEEL TYPE 304. SEE PLANS FOR SIZE ANDSERVICE

DUCTILE, CAST-IRON, OR PVC WATERSERVICE.

MECHANICAL JOINT FROM SUPPLY PIPE TOSTAINLESS STEEL, CONTINUE INTOBUILDING WITH STAINLESS STEEL

CONCRETE THRUST BLOCK SIZED INACCORDANCE WITH UBC IF REQUIRED BYAHJ

PIPE SLEEVE, SEE SPECIFICATIONS

MEGALUG PIPE RESTRAINT HARNESS

4

1

2

3

4

5

6

1

5 5

2

36

FLOW

A2 SCALE = NONE

WATER ENTRY BELOW FOOTING DETAIL

SCALE = NONE

GAS METER/REGULATOR DETAILB2

SEE CIVIL SITE PLANFOR CONTINUATION

HIGH PRESS. LINESIZED BY GAS CO.

SEE SHEET PG-101 FORCONTINUATION

FINISH GRADE

NOTE:COORDINATE INSTALLATION WITH LOCAL GAS UTILITY OFFICIALS AND CONFORM TOTHEIR REQUIREMENTS. ANY VARIATION FOR METERING REQUIREMENTS SHALL BE ATTHE GAS COMPANY'S DIRECTION.

NOTE:COORDINATE INSTALLATION WITH LOCALGAS UTILITY OFFICIALS AND CONFORMTO THEIR REQUIREMENTS. ANY VARIATION FOR METERING REQUIREMENTS SHALL BEAT THE GAS COMPANY'S DIRECTION.

2

1

4

3

1

PLUG VALVE

REGULATOR TO REDUCE INCOMINGHIGH PRESSURE TO X XXXX

1

2

TEST TEE

METER (SEE SITE PLAN FOR SIZE)

3

4

SHOWERHEAD, DELUGE TYPE

FACE/EYEWASH

FOOT CONTROL (IF SPECIFIED)

FLOOR DRAIN CENTERED UNDERSHOWERHEAD, SEE FLOOR PLANS FORSIZE

THERMOSTATIC MIXING VALVE, SEESHOWER/EYEWASH SPECIFICATIONS

COLOR-COATED DIAL THERMOMETER(0 TO 140°F)

ANCHOR FLANGE BOLTED TO FLOOR

1-1/4" SHUT-OFF (N.O.) VALVE(O.S.&Y OR VISIBLE RISING STEMWITH NAME TAG). VALVE SHALL BEACCESSIBLE. REMOVE VALVE HANDLEAND RETURN TO OWNER

ACTUATING VALVE: STAY OPEN BALLVALVE FLOW RATE 18 TO 40 GPM,FLOW PRESSURE 20 TO 50 PSI

PROVIDE SIGNAGE PER ANSI Z358.1.REFER TO ARCHITECTURAL DRAWINGSFOR SIGNAGE AND LOCATION

1-1/4" NPT WASTE FITTING ROTATEDTOWARDS FLOOR DRAIN

SAN

WALL

FINISHED FLOOR

FLOW

1-1/4" HW

1-1/4" CW

1-1/4" I.P.S.

1-1/4"TEPID WATER

UNION(TYPICAL)

1

2

3

4

5

6

7

8

9

10

11

43

2

1

5 6

8

9

10

11

7

C1SCALE = NONE

EMERGENCY SHOWER/EYEWASH DETAIL

A4 SCALE = NONE

DOMESTIC WATER HEATER DETAIL

D

FINISH FLOOR

14"

W.C

-G

DCWDHW-120°

EXP-1

SAN3"FLOOR SINK

NOTE: REFER TO RECOMMENDED MANUFACTER'S PIPING METHOD. INSTALL THERMOSTATIC MIXING ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION, PROVIDE AND INSTALL SEISMIC STRAPPING IN ACCORDANCE WITH 2012 UPC, SECTION 5 CODE.

IN-LINE PUMPILP-1

MOUNT TMV-1 ON FREE STANDING UNISTRUT SECURED TO FLOOR

UNION (TYP.)

DIRT LEG(TYP.)

PLUG VALVE(TYP.)

BALL VALVE (TYP.)

TMV-1

EXPANSION TANK

4" HOUSEKEEPING PAD (TYP.)

HEAT TRAP

DHWR

DH

WR

2"

1-1/2"

1"

14"

W.C

.

DC

W

DC

W

2"

2"

2"

5'-0

" M

IN.

D

1-1/4"

DWH-2 DWH-1

1-1/4"

DHW

2"

14" W.C. GAS 14" W.C. GAS

1-1/2" DHWR-110° FROM PLUMBING FIXTURES

3/4"

2"

PRESSURE GAUGE (TYP.)

2"

DH

W

1-1/4"

1-1/4"

DCW

2"

CD

1"1"

3/4" 3/4"

CD

THERMOMETER (TYP.)

SEE SHEET PP101 FOR CONTINUATION

SEE SHEET PP101 FOR CONTINUATION

TMV-2

3/4"

TEMPERED WATER TO OUTDOOR SHOWERS

DH

W

2"

DH

WR DH

W

2"

TRAP GUARD WATER SAVING DEVICESIZED PER DRAIN (IF SPECIFIED)

FINISHED FLOOR SLOPED INACCORDANCE WITH ARCH.DRAWINGS. COORDINATE WITHSTRUCTURAL

SEE PLUMBING FLOOR PLANS FORSIZING AND P-TRAP REQUIREMENTS

FOUR BAND HEAVY DUTY CLAMP, SEESPECIFICATIONS

FLOOR DRAIN WITH ADJUSTABLESTRAINER, DOUBLE DRAINAGEFLANGE AND WEEP HOLES. SEEFLOOR DRAIN SPECIFICATIONS

CLAMP TO 24"x24" 4# LEAD SHEET ANDWATERPROOFING MEMBRANE (NOTREQUIRED FOR SINGLE POURCONSTRUCTION)

CONCRETE FLOOR OF TWO POURCONSTRUCTION

CAULK AS REQUIRED ONINSTALLATION ABOVE GRADE

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2

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2 6

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4

8

D2 SCALE = NONE

FLOOR DRAIN DETAIL

SEE PLUMBING FLOOR PLANS FORSIZING AND P-TRAPREQUIREMENTS

TRAP GUARD WATER SAVINGDEVICE (SPECIFIED)

STRUCTURAL SLAB

FLOOR SINK GRATING, SEEFLOOR SINK SPECIFICATIONS

DOME STRAINER

FINISHED FLOOR

COMPACTED EARTH

1

2

3

4

5

6

7

56

47

1 2 3

D1 SCALE = NONE

FLOOR SINK DETAIL

SCALE = NONE

ACID NEUTRALIZING SUMPA1

NEENAH ROUND MANHOLE FRAM ANDCOVER.

INLET, FOR CONTINUATION SEEPLUMBING DRAWINGS.

CONCRETE ENCASED SUMP PIT,6" THICK.

NEUTRALIZING SUMP

1

2

3

4

6" THICK CONCRETE PAD.

1" RIGID INSULATION.

OUTLET, FOR CONTINUATION SEE PLUMBINGDRAWINGS.

VENT, FOR CONTINUATION SEE PLUMBINGDRAWINGS.

SUMP SHALL BE INSTALLED WITH INITIALFILL OF LUMP LIMESTONE

5

6

7

8

9

60" 4"

AS

RE

Q'D

4"

48"

6"

42"

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4

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6

6

7

FLOW

SERVICE LINE, SEE SPECIFI-CATIONS FOR PIPE MATERIALS

SAME SIZE AS SERVICE LINE,THRU 4" PIPE, MAXIMUM 4"

SIZE REQUIRED CAST IRON SOILPIPE RISER AND FITTINGS

COMPACTED EARTH, SEESPECIFICATIONS

CLEANOUT WITH HEAVYDUTY SCORIATED SECUREDTOP

2" CHAMFER ON ALLCOLLARS IN EARTH

FINISH HARDSCAPE. SEESITE PLAN DRAWINGS FORELEVATIONS

4"THICK CONCRETE PAD

TWO-WAY CLEANOUT FITTING

1

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6

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2 3

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DOUBLE CLEANOUT TO GRADE



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MARCH 11, 2018

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PANEL"DP"

12

SP2

SP3

SP3

SP3 SP1

SP1

SP1

SP1

SP2

SP2SP2

SP2

SP2

SP2

SP2

13

SP2

SP2

SP2

BS1

18

B1 - 9

16

15

15

15

#4A1 - 16,18

a

ca

a

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A1 - 17b

c

b

d

d

b

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14

22

23

SP2d

B1 - 19

17

19

A1 - 35

21(TYP.)

A1 - 34

17

PP

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21(TYP.)

SSLSSLe

e SSLSSLe

e SSLSSLe

B1 - 19

B1 - 23

20

B1

(TYP.)

BS1

PROVIDE "GFCI" BREAKERSFOR ALL POOL DECK LIGHTING

A1 - 36

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ELECTRICAL SITE PLAN

CheckerAuthor

ES−101

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KEYNOTES1. EXISTING ELECTRICAL POWER DISTRIBUTION POLE AND

OVERHEAD PRIMARY TO REMAIN. SHOWN FOR REFERENCE.

2 EXISTING ELECTRICAL POWER DISTRIBUTION POLE TO REMAIN.

3 EXISTING OVERHEAD PRIMARY TO BE REMOVED AND RELOCATED BY FARMINGTON ELECTRICAL UTILITY (FEU). COORDINATE WITH FEU IN FIELD FOR RELOCATION.

4 EXISTING PRIMARY POWER POLE, ASSOCIATED OVERHEAD PRIMARY LINES AND POLE MOUNTED TRANSFORMER AND SECONDARY TO BE REMOVED COMPLETE. COORDINATE WITH FARMINGTON ELECTRICAL UTILITY IN FIELD.

5 EXISTING OVERHEAD BASKETBALL COURT LIGHTING CIRCUIT TO BE REMOVED AND RELOCATED BY FARMINGTON ELECTRICAL UTILITY. COORDINATE WITH FEU IN FIELD.

6 NEW OVERHEAD PRIMARY DISTRIBUTION POWER POLE BY FARMINGTON ELECTRICAL UTILITY. COORDINATE EXACT LOCATION WITH FARMINGTON ELECTRICAL UTILITY IN FIELD.

7 NEW OVERHEAD BASKETBALL COURT LIGHTING CIRCUIT BY FARMINGTON ELECTRICAL UTILITY. SHOWN FOR REFERENCE.

8 NEW PAD MOUNT TRANSFORMER BY FARMINGTON ELECTRICAL UTILITY. CONTRACTOR TO PROVIDE TRANSFORMER MOUNTED METER AND TRANSFORMER PAD PER FARMINGTON ELECTRICAL UTILITY REQUIREMENTS. COORDINATE EXACT LOCATION IN FIELD WITH FEU.\

9 NEW UNDERGROUND SECONDARY. REFER TO ONE LINE DIAGRAM.

10 EXISTING OVERHEAD PRIMARY TO BE RELOCATED BY FARMINGTON ELECTRICAL UTILITY. SHOWN FOR REFERENCE. COORDINATE WITH FEU IN FIELD FOR RELOCATION.

11 NEW OVERHEAD PRIMARY BY FEU. SHOWN FOR REFERENCE.

12 ELECTRICAL KIOSK FOR VENDOR ELECTRICAL CONNECTION. SEE DETAIL SHEET E-501.

13 EXISTING BASKETBALL COURT LIGHTING TO BE RECONNECTED. SHOWN FOR REFERENCE.

14 FIXTURE TO BE MOUNTED IN BOTTOM TIER. COORDINATE WITH ARCHITECTURAL FOR EXACT LOCATION.

15 REFER TO LIGHTING SEQUENCE OF OPERATION FOR ALL POOL DECK LIGHTING CONTROL REQUIREMENTS.

16 EXTEND EXTERIOR LIGHTING CIRCUITS IN THIS AREA THROUGH EXTERIOR LIGHTING CONTROL RELAY PANEL.

17 CONNECT FIXTURES WITH “c/d” CONTROL DESIGNATION THROUGH EMERGENCY BATTERY INVERTER. SEE CONTROL DIAGRAM E-501.

18 EXTEND (1) 4” SCHEDULE 40 PVC CONDUIT TO POWER POLE FOR DATA/COMMUNICATION ENTRY INTO BUILDING.

19 PROVIDE RED MUSHROOM TYPE EMERGENCY SHUT OFF BUTTON LOCATED AT THE TOP OF THE WATERSLIDE TOWER. INTERCONNECT TO SHUT DOWN ASSOCIATED PUMPS. COORDINATE WITH POOL EQUIPMENT CONTRACTOR.

20 PROVIDE RED MUSHROOM TYPE EMERGENCY SHUT OFF BUTTON LOCATED WITHIN SITE OF THE POOL AND INTERCONNECT TO SHUT DOWN ASSOCIATED PUMPS. SEE POOL DRAWINGS FOR QUANTITIES AND LOCATIONS. COORDINATE WITH POOL EQUIPMENT CONTRACTOR.

21 PROVIDE PEDESTAL RECEPTACLE. REFER TO DETAIL ON SHEET E-501.

22 EXTEND (1) 4” CONDUIT AND (1) 2” CONDUIT UNDERGROUND INTERCONNECTING IT BACKBOARDS FOR COMMUNICATIONS AND FIRE ALARM INTERCONNECTIONS.

23 PROVIDE LED LIGHTING STRIP IN CLOCK TOWER TO LIGHT UP THE ARCHITECTURAL PANELS. COORDINATE WITH ARCHITECT. CONNECT TO EXTERIOR LIGHTING CIRCUIT ON BUILDING.

A. THE WORK INDICATED ON THE ELECTRICAL SITE PLAN AND THE POWER RISER DIAGRAM IS THE RESULT OF INITIAL CONTACT BY THE DESIGN ENGINEER WITH THE LOCAL ELECTRICAL UTILITY COMPANY. ADDITIONAL WORK MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL REQUIREMENTS OF THE ELECTRICAL SERVICE WITH THE LOCAL ELECTRICAL UTILITY COMPANY AND PROVIDE, PRIMARY AND SECONDARY TRENCHING, CONDUITS, PRIMARY CONDUCTORS, CONCRETE ENCASEMENT (WHERE APPLICABLE), PULL BOXES, BACKFILL AND PATCHING. ALL ASSOCIATED WORK REQUIRED FOR INSTALLATION OF THE ELECTRICAL SERVICE AND PRIMARY SYSTEMS BY THE CONTRACTOR, INCLUDING FIELD COORDINATION AND ROUTING WITH KAFB IS THAT OF THE ELECTRICAL CONTRACTOR AND SHALL BE INCLUDED IN THE CONTRACTOR'S BID WITHOUT EXCEPTION.

B. THE CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT PRIOR TO THE BID OPENING, TO ALLOW THEM TO SUBMIT A COMPLETE BID WITHIN THE SCOPE OF THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS ARISING DURING THE BID PERIOD, IN REGARD TO THE CONTRACTOR’S FUNCTIONS, THE SCOPE OF THE WORK OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE ENGINEER FOR CLARIFICATION PRIOR TO AWARD OF CONTRACT

C. LOCATION OF EQUIPMENT AND OTHER DEVICES SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.

D. THE CONDUIT RUNS, AS SHOWN ON PLANS, INDICATE APPROXIMATE ROUTING. EXACT LOCATION OF CONDUIT RUNS SHALL BE AS FIELD CONDITIONS DICTATE.

E. CONTRACTOR SHALL INSTALL PULL AND JUNCTION BOXES WHEREVER REQUIRED BY N.E.C. OR JOB CONDITIONS. ALL NEW WIRING SHALL BE TAGGED AT ALL PULL BOXES, JUNCTION BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS. ACTION CRAFT, BRADY OR APPROVED EQUAL.

F. THE CONTRACTOR SHALL INSTALL TIE HANDLES OR MULTI-POLE BREAKERS FOR ALL CIRCUITS SHARING A NEUTRAL CONDUCTOR.

G. SHOULD CONTRACTOR AT ANY TIME NOTICE THAT THE ACTUAL FIELD CONDITIONS DO NOT CORRESPOND TO THE INFORMATION GIVEN ON THE DRAWINGS, THEN IT WILL BE THEIR RESPONSIBILITY TO NOTIFY THE ENGINEER FOR CLARIFICATION, PRIOR TO COMMENCING SUCH WORK.

H. CONTRACTOR SHALL MAKE AS-BUILT DRAWINGS DOCUMENTING ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. PROVIDE UPDATED TYPEWRITTEN DIRECTORIES FOR ALL PANELS AND LABEL ALL PANELS WITH PLASTIC LAMINATED NAMEPLATES.

I. INSTALL BLANK DEVICE PLATES ON ALL UNUSED JUNCTION BOXES IN FINISHED AREAS.

J. REFER TO POWER PLANS FOR DETAILED LAYOUTS OF ELECTRICAL GEAR.

K. AFTER THE CONTRACTOR HAS RECEIVED APPROVED SHOP DRAWINGS FOR THE ELECTRICAL DISTRIBUTION EQUIPMENT, THEY SHALL SUBMIT SCALED LAYOUTS OF ALL ELECTRICAL EQUIPMENT TO THE ENGINEER FOR APPROVAL TO ENSURE THAT ALL CLEARANCE REQUIREMENTS ARE MET. THIS SUBMITTAL SHALL BE PROVIDED WITH SUFFICIENT TIME SO AS NOT TO INTERFERE WITH THE TIMELY EXECUTION OF THE ROUGH-IN WORK THAT WILL BE REQUIRED.

L. ALL HOME RUN CIRCUITING TO PANELS SHALL BE .75" CONDUIT, MINIMUM.

M. PHASE SEQUENCING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE ELECTRICAL DISTRIBUTION SYSTEM. PHASE ARRANGEMENT ON 3-PHASE BUSES SHALL BE A,B,C FROM FRONT TO BACK, TOP TO BOTTOM, OR LEFT TO RIGHT AS VIEWED FROM THE FRONT OF THE SWITCHBOARD OR PANEL BOARD. (PHASE A SHALL BE MAINTAINED AS PHASE A FROM THE DISTRIBUTION TRANSFORMER TO EACH PANEL BOARD OR SWITCHBOARD).

N. ALL BRANCH AND FEEDER CIRCUIT WIRING SHALL BE COLOR CODED THROUGHOUT THE ENTIRE ELECTRICAL DISTRIBUTION SYSTEM.

0' 10' 20' 40'SCALE: 1" = 20'-0"A1 ELECTRICAL SITE PLAN

POOL GROUNDING NOTES1. THE POOL SHELL REINFORCING STEEL, INCLUDING AT LEAST 3'-0" OF

THE PERIMETER DECK, AND ALL METAL ANCHORS, INSERTS, FITTINGS, LIGHT NICHES AND EQUIPMENT IN THE POOL AND WITHIN 5'-0" HORIZONTALLY FROM THE INSIDE WALLS OF EACH POOL AND EQUIPMENT WITHIN 12'-0" VERTICALLY ABOVE THE MAXIMUM WATER LEVEL, AS WELL AS ALL MECHANICAL EQUPMENT IN THE POOL MECHANICAL ROOM, AND ALL WATERSLIDE START TOWER AND WATERSLIDE FLUME SUPPORT STEEL, MUST BE BONDED TOGETHER PER NEC ARTICLE 680 TO FORM AN EQUIPOTENTIAL BONDING GRID. FURTHER, DUE TO THE IMPORTANCE OF CONTROLLING ELECTRICAL CURRENTS IN AND AROUND THE POOL, THE BODING SYSTEM SHOULD BE TAKEN BACK AND CONNECTED TO A POSITIVE, TRUE AND ADEQUATE GROUND, AND THAT THE GROUND BE TESTED AND CERTIFIED AS A CONDITION OF ACCEPTANCE.

2. ALL ITEMS LISTED ABOVE MUST BE BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR NOT SMALLER THAN 8 AWG WITH LISTED PRESSURE CONNECTORS, TERMINAL BARS, EXOTHERMIC WELDING, OR OTHER LISTED MEANS IN ACCORDANCE WITH NEC 250.8(A).

3. REFER TO TYPICAL POOL BONDING DETAIL ON SHEET SERIES "SP".


2 03/27/18 Addendum #2

DANGER- HIGH VOLTAGE -SIGN

FEEDER TO SW-4MEDIUM VOLTAGE

COMPARTMENTSECONDARYPRIMARY

No. T3TRANSFORMER

COMPARTMENTE501D2

PADMOUNTEDOIL-FILLEDTRANSFORMERTO BEFACTORYPAINTEDDESERT TAN

480VSECONDARYSEE ONE-LINEFOR SIZE ANDQUANTITY

PERMANENTIDENTIFICATIONPLACARD

CONCRETEPAD

PAD MOUNTED TRANSFORMERSCALE:

NONE

D1

CEILING3/4" PVC INSIDE METALDOOR FRAME DIRECTLYABOVE DOOR

REED SWITCH DIRECTLYCONDUIT FOR MAGNETICDRILL DOOR FRAME AND

ABOVE MAGNET IN DOOR.ROUTE ALL SWITCH LEADSTO MONITOR MODULELOCATION ABOVE CEILING

LATCH

(TYPICAL)

SINGLE DOOR DOUBLE DOORS

COORDINATE LOCATION AND SIZE OF OPENING IN TOP OF DOOR FORNOTE A:MAGNET WITH DOOR SUPPLIER.

RACEWAY ROUTING FOR DOOR FRAMESSCALE:

NONE

1C

2700V INSULATORS

STAND-OFFS

CADWELD

CONNECTION

COPPER BAR 4"x 18"x 1/4"

WITH PIGTAIL

GROUND BUS BAR DETAILSCALE:

NONE

B2

E.MANUFACTURER SHOP DRAWINGS.ACTUAL DIMENSION MAY VARY BASED ON TRANSFORMER

PAD SHALL BE COMPACTED TO 95% IN ACCORDANCE

DETERMINED BY A 5'-0" STRAIGHT EDGE.PROVIDE A TRUE PLANE WITHIN 1/16" IN 5'-0" ASWITHIN 1/4" IN 5'-0" AND TROWEL FINISHED TO

NO CONCRETE IN TROUGH AREA.

BRING CONDUITS UP FLUSH WITH PAD

CONDUIT

WITH ASTM D1557.

NOTES:

D.

C.

B.

A.

1'-0

"

3"M

IN.

9"

PRIMARY

7'-2"

REBAR

CONDUITS,SECONDARY

1" CHAMFER

CLEARANCE ALL AROUND

#3 BARS 4" O.C. EACHWAY, PROVIDE 2"

TROUGH AREA

5'-8"

2'-4

"8"

7'-6

" (N

OT

E E

.)

A9"

4'-2"

A

# AS INDICATED

SIZES WITHTROUGH LOCATIONVERIFY EXACT

TRANSFORMERMANUFACTURER

SECTION A-A

GUARDPOST

GUARDPOST GUARDPOST

F. REFER TO SHEET E-602 FOR GROUNDING REQUIREMENTS.

9"

TRANSFORMER PAD DETAILSCALE:

NONE

D2

EQUIPMENT INSTALLATION IN FIELD TO ENSURENOTE: DIVISIONS 15 AND 16 SHALL COORDINATE

ALL N.E.C. CLEARANCES ARE MAINTAINED

SIDE VIEW

SECTION110-26

WORKINGSPACE

PA

NE

L

3'- 4'

6-1/2 FTMINIMUM

CEILINGSTRUCTURAL

SUSPENDEDCEILING

SUSPENDED

STRUCTURALCEILING

CEILING

SIDE VIEW

PA

NE

L

(OK)

OK

WALL

WALL

SURFACEMOUNTEDPANEL

CEILING (NO PIPINGCLEAR, FLOOR TOPANEL FOOTPRINT

OR DUCTWORK OFANY KIND)

SECTION110-16SPACE

PANEL

FIXTURE

30"

FRONT VIEW

FRONT VIEW

PANEL

FIXTURE

SPACEDEDICATEDEXCLUSIVELY

(OK)

LIGHTING

PIPE

PIPE(OK)

LIGHTING

(OK)

POWER PANEL CLEARANCE DIAGRAMSCALE:

NONE

D3

QUANTITIES (2 OR MORE)

GROUNDED OUTLETS.TYPICAL FOR ALLGROUPED OUTLET

DEVICE SPACING FORCL GROUPING

CL

18" UNLESS

PLAN

OTHERWISENOTED ON6"6"

FINISHFLOOR

6"

GROUPED WALL OUTLETS − TYPICAL SPACING DETAILSCALE:

NONE

C3

EXIT

WALL MOUNTED EMERGENCY/EM

DOOR WAY

NOTES:1. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL TELEVISION OUTLETS WITH THE ARCHITECT PRIOR TO INSTALLATION.2. ALL DEVICES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS OFTHE DEVICES AS REQUIRED FOR PROPER MOUNTING OF THE DEVICES.3. ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT BE REQUIRED FOR THIS PROJECT.

WITHIN18"

16"DUPLEXRECEPTACLE

TELEVISION

DUPLEXRECEPTACLE

TELE/DATA

THERMOSTAT

COAX/DATA

84"

FINISHED FLOOR

EM

48"44"

96"

48"

DEVICE MOUNTING HEIGHT DETAILSCALE:

NONE

D5

3'-2"

3"

6"

NOTE: REINFORCED BARS SHALL BE#4 ROUND DEFORMED. WALLS ANDBOTTOM 12" O.C. BOTH WAYS, TOP ASSHOWN

8"V

AR

IES

8"

8"8" 2'-0

"

VARIES

PULLBOX COVER AND FRAME LIDTOBE LETTERED "HIGH VOLTAGE12.47kV WITH DROP HANDLES.NEENAH #R-1640-D.

6" CRUSHEDGRAVEL ONCOMPACTEDSOIL

PULLING IRONCHANCE #8119MIN. 5000 LBSPULLINGWORKINGLOADSTRENGTH

PULLING IRON(TYP. ALLWALLS

SUMP AND DRAIN

PROVIDEPERMANENTLABEL ANDID TAG INPULLBOX

38" 1.5"36"

49"

10"

NOTE: REFER TOES-100 FOR PULLBOX DIMENSIONSAND SHEET E-602FOR GROUNDINGREQUIREMENTS.

FIBERGLASS

HANDHOLE DETAILSCALE:

NONE

4A

DUCTBANK DETAILSCALE: NONE

5A

TRENCH

GRADE

WARNING TAPE

4"

P P

3

12"MINIMUM

36" MINIMUM

P

2

P

14"

4"

3"(TYP)

COMPACTEDBACKFILL

4" 4"

4

3"(TYP)

PHOTOCELL ONROOF PERMANUFACTURERREQUIREMENTS.#EM24-D2

LCP1 (MASTER)

TO SITE LIGHTING

TO CORRIDOR LIGHTING

LCP2 (AUX)

TO SITE LIGHTING

TO EXTERIOR LIGHTING

TC

ROOF

2 WIRE NETWORKBELDEN #8471(TYPICAL)

KEYED SWITCHING FOR TIME-CLOCKOVER-RIDE IN COORIDORSSEE PLANS FOR QUANTITIESAND LOCATIONS(TYPICAL)

HUBBEL #LX-8



LIGHTING CONTROL DIAGRAMSCALE: NONE

2A

K3 K3

K3LV LV

LVLV

WATTSSTOPPER#LC8

WATTSSTOPPER#LC8

TO DATA/COMNETWORK

K3

VENDOR - KIOSK DETAIL

NON-METERED RVPEDESTAL. MILBANKU5310-0(1) TT3OR(2) 5-20R GFIPAD MOUNT LOCKINGCOVER

HINGEDLOCKINGCOVER

PROVIDEPEDESTALKIT ASREQUIRED

PROVIDEPEDESTALKIT ASREQUIRED

CONCRETEBASE PERMANUFACTURER

CONCRETEBASE PERMANUFACTURER

FRONT SIDE

ECH

VI

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F.HN

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C O GI N

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ON L

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CONSULTANT

1 2 3 4 5 6

A

B

C

D

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1 2 3 4 5 6

SHEET TITLE

DRAWN BY:

CAD DWG FILE:

PROJECT NO:

CHECKED BY:

DATE:

ISSUE:

ENGINEERARCHITECT

School In

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3/27

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ELECTRICAL DETAIL SHEET

CheckerAuthor

E−501

MARCH 11, 2018

FARMINGTON

OUTDOOR AQUATICS

100% CONSTRUCTION

DOCUMENTS

644

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2 03/27/18 Addendum #2

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