Technical Specifications

Emergency Coordination Center Server Room Cooling Upgrade

Project Address:

3380 South 900 West

South Salt Lake, UT 84119

June 26, 2026

Solicitation No.

Owner:

Salt Lake County

Facilities Management Division 2001 South State Street, Room S3-120

Salt Lake City, UT 84114 Telephone: 385 468 0361

2180 South 1300 East #210

Salt Lake City, UT 84106

Phone: 801 466 3996

Fax: 801 466 6022

E-mail: mail@hhyassoc.com mailto:mail@hhyassoc.com

SLCo. EMERGENCY COORDINATION CENTER – SERVER ROOM COOLING UPGRADE HHY ASSOCIATES

TABLE OF CONTENTS 01 0001 - 1

TABLE OF CONTENTS

00 0001 TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

PER OWNER

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 SUMMARY

01 2300 ALTERNATES

01 2500 SUBSTITUTION REQUEST

CSI Form 1.5C - Substitution Request During the Bidding Stage CSI Form 13.1A – Substitution request After the Bidding Stage

01 2600 CONTRACT MODIFICATION PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3100 PROJECT MANAGEMENT AND COORDINATION

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3233 PHOTOGRAPHIC DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 4200 REFERENCES

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 6000 PRODUCT REQUIREMENTS

01 7300 EXECUTION

01 7329 CUTTING AND PATCHING

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 7700 CLOSEOUT PROCEDURES

01 7823 OPERATION AND MAINTENANCE DATA

01 7839 PROJECT RECORD DOCUMENTS

01 7900 DEMONSTRATION AND TRAINING

DIVISION 02 – EXISTING CONDITIONS

02 4119 SELECTIVE DEMOLITION

DIVISION 03 – CONCRETE

03 1000 CONCRETE FORMING AND ACCESSORIES

03 2000 CONCRETE REINFORCING

03 3000 CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 5000 METAL FABRICATIONS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 9200 JOINT SEALANTS

TABLE OF CONTENTS 01 0001 - 2

DIVISION 09 – FINISHES

09 9113 EXTERIOR PAINTING

09 9123 INTERIOR PAINTING

DIVISION 21 – FIRE SUPPRESSION

21 0500 COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 0529 HANGERS AND SUPPORTS FOR FIRE SUPPRESSION PIPING & EQUIPMENT

21 0553 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING & EQUIPMENT

21 1313 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

22 0500 COMMON WORK RESULTS FOR PLUMBING

22 0523 GENERAL DUTY VALVES FOR PLUMBING PIPING

22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 1116.1 DOMESTIC WATER PIPING

DIVISION 23 – HVAC

23 0500 COMMON WORK RESULTS FOR HVAC

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 0548 VIBRATION AND SEISMIC CONTROLS FOR HVAC

23 0593 TESTING, ADJUSTING AND BALANCING FOR HVAC

23 0719 HVAC PIPING INSULATION

23 0900 INSTRUMENTATION AND CONTROL FOR HVAC BACNET

23 0993 SEQUENCE OF OPERATION FOR HVAC

23 2300 REFRIGERANT PIPING

23 2600 CONDENSATE DRAIN PIPING

23 3113 METAL DUCTS

23 3300 AIR DUCT ACCESSORIES

23 8123.12 LARGE CAPACITY (7 TON AND LARGER) COMPUTER ROOM AIR

CONDITIONERS, FLOOR-MOUNTED UNITS

23 8123.13 COMPUTER ROOM AIR CONDITIONERS, CEILING-MOUNTED UNITS

23 8413.29 SELF-CONTAINED STEAM HUMIDIFIERS

DIVISION 26 – ELECTRICAL

26 0500 COMMON WORK RESULTS FOR ELECTRICAL

26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 0548 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 2813 FUSES

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

TABLE OF CONTENTS 01 0001 - 3

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1216 ASPHALT PAVING

END OF TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 SUMMARY

01 2300 ALTERNATES

01 2500 SUBSTITUTION REQUEST

CSI Form 1.5C - Substitution Request During the Bidding Stage CSI Form 13.1A – Substitution request After the Bidding Stage

01 2600 CONTRACT MODIFICATION PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3100 PROJECT MANAGEMENT AND COORDINATION

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3233 PHOTOGRAPHIC DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 4200 REFERENCES

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 6000 PRODUCT REQUIREMENTS

01 7300 EXECUTION

01 7329 CUTTING AND PATCHING

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 7700 CLOSEOUT PROCEDURES

01 7839 PROJECT RECORD DOCUMENTS

01 7900 DEMONSTRATION AND TRAINING

SUMMARY 01 1100 - 1

SECTION 01 1100 – SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work under separate contracts.

5. Access to site.

6. Work restrictions.

7. Coordination with occupants.

8. Specification and drawing conventions.

9. Project Requirements.

B. Related Section:

1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: SL Co. Emergency Coordination Center - Server Room Cooling Upgrade.

Location: 3380 South 900 West, South Salt Lake, Utah 84119.

B. Architect: HHY Associates, 2180 South 1300 East, Suite 210, Salt Lake City, Utah 84106, 801.466.3996.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of the Project is defined by the Contract Documents and consists of the following:

1. The Work includes all of the work of Divisions 01 thru 33 for the SL Co. Emergency Coordination Center - Server Room Cooling Upgrade.

B. Type of Contract.

1. Project will be constructed under a single prime contract.

1.4 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

SUMMARY 01 1100 - 2

B. Preceding Work: Owner may award separate contract(s) for construction operations at Project site. Those operations are scheduled to be completed before work under this Contract begins.

C. Concurrent Work: Owner may award separate contract(s) for concurrent construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

D. Subsequent Work: Owner may award separate contract(s) for subsequent additional work to be performed at site following 100% Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1.5 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to site areas indicated on the drawings.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.6 WORK RESTRICTIONS

A. Background Check: Contractor and subcontractors will have background checked.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

C. Controlled Substances: Use of tobacco products and other controlled substances on the Project site is not permitted.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Architect and Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Architect's and Owner's written permission before proceeding with disruptive operations.

E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

SUMMARY 01 1100 - 3

F. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.7 COORDINATION WITH OCCUPANTS

A. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to 100% Completion of the Work, provided such occupancy does not interfere with completion of the Work.

Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. Architect will prepare a Certificate of Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.

3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.8 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS

A. The Drawings and the Specifications shall be interpreted as equals. If conflicts arise between the Drawings and the Specifications, and are not clarified in the addenda, then the Bidder is to bid the more expensive interpretation, and complete the work within the original contract time.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 1 General Requirements: Requirements of Sections in Division 1 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

SUMMARY 01 1100 - 4

2. Abbreviations: Materials and products are identified by abbreviations and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.10 ADDITIONAL PROJECT REQUIREMENTS

1. Protect all exterior piping at with UV protected cover plates.

2. All improvements shall be constructed in strict accordance with the following: the Utah chapter of the current edition american public works association manual of standard plans and specifications in its latest edition (apwa), where applicable.

3. Prior to any work being performed, the contractor shall contact Salt Lake county emergency oper-ations center personnel for a pre-construction conference.

4. It is intended that these plans and specifications require all labor and materials necessary and proper for the work contemplated and that the work be completed in accordance with their true intent and purpose. The contractor shall notify the engineer immediately regarding any discrepan-cies or ambiguities which may exist in the plans or specifications. The engineer's interpretation thereof shall be conclusive.

5. Where the plans or specifications describe portions of the work in general terms but not in com-plete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used.

6. The contractor shall be skilled and regularly engaged in the general class and type of work called for in the project plans and specifications. Therefore, the owner is relying upon the experience and expertise of the contractor, it shall be expected that prices provided within the contract docu-ments shall include all labor and materials necessary and proper for the work contemplated and that the work be completed in accordance with their true intent and purpose.

The contractor shall be competent, knowledgeable and have special skills in the nature, extent and inherent conditions of the work to be performed. Contractor shall also acknowledge that there are certain peculiar and inherent conditions existent in the construction of the particular facilities, which may create, during the construction program, unusual or unsafe conditions hazardous to persons, property and the environment. Contractor shall be aware of such peculiar risks and have the skill and experience to foresee and to adopt protective measures to adequately and safely perform the construction work with respect to such hazards.

7. The contractor shall be responsible for all permits and licenses required for the construction and completion of the project, and shall perform all work in accordance with the requirements and conditions of all permits and approvals applicable to this project. The contractor shall ensure that the necessary permits are secured prior to construction.

8. Contractor shall inspect the site of the work prior to bidding to satisfy themselves by personal ex-amination or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions of and at the site of work.

If, during the course of their examination, a bidder finds facts or conditions which appear to them to be in conflict with the letter or spirit of the project plans and specifications, they shall contact the engineer for additional information and explanation before submitting their bid. Submission of a bid by the contractor shall constitute acknowledgment that, if awarded the contract, they have

SUMMARY 01 1100 - 5

relied and are relying on their own examination of (1) the site of the work, (2) access to the site, and (3) all other data and matters requisite to the fulfillment of the work and on their own knowledge of existing facilities on and in the vicinity of the site of the work to be constructed un-der this contract. The information provided by the owner or the engineer is not intended to be a substitute for, or a supplement to the independent verification by the contractor to the extent such independent investigation of site conditions is deemed necessary or desirable by the contractor.

Contractor shall acknowledge that they have not relied solely upon owner or engineer furnished information regarding site conditions in preparing and submitting their bid.

9. The contractor shall provide all lights, barricades, signs, flagmen or other devices necessary for public safety, as required.

10. The contractor shall be responsible to provide all water, power, sanitary facilities and telephone services as required for the contractors use during construction.

10. The contractor shall be held responsible for any field changes made without prior written authori-zation from the owner, engineer, and/or salt lake county emergency operations center.

11. The contractor shall exercise due caution and shall carefully preserve bench marks, control points, reference points and all survey stakes, and shall bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance.

12. The contractor agrees that:

A. They shall be responsible to clean the job site at the end of each phase of work.

B. They shall be responsible to remove and dispose of all trash, scrap and unused material at their own expense in a timely manner.

C. They shall be responsible to maintain the site in a neat, safe and orderly manner at all times.

D. They shall be responsible to keep materials, equipment, and trash out of the way of other contractors so as not to delay the job. Failure to do so will result in a deduction for the cost of clean up from the final payment.

E. They shall be responsible for their own safety, traffic control, permits, retesting and reinspec-tions at their own expense.

13. The contractor shall assume sole and complete responsibility for jobsite conditions during the course of construction of this project, including safety of all persons and property. This require-ment shall apply continuously and not be limited to normal working hours. The contractor shall defend, indemnify and hold the owner and engineer harmless from any and all liability, real or al-leged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer.

14. Dust control shall be provided at all times, at the contractor's expense, to minimize any dust nui-sance.

15. For all work within public right-of-ways or easements, the contractor shall preserve the integrity and location of any and all public utilities and provide the necessary construction traffic control.

Contractor shall, through the encroachment permit process, verify with the necessary regulatory agencies, the need for any traffic routing plan. If plan is required, contractor shall provide plan receive proper approvals prior to beginning construction.

16. The contractor shall be responsible for adequately scheduling inspection and testing of all facili-ties constructed under this contract. All testing shall conform to the regulatory agency's standard specifications. All testing and inspection shall be paid for by the owner; all re-testing and/or re-inspection shall be paid for by the contractor.

SUMMARY 01 1100 - 6

17. If existing improvements need to be disturbed and/or removed for the proper if existing improve-ments need to be disturbed and/or removed for the proper placement of improvements to be con-structed by these plans, the contractor shall be responsible for protecting existing improvements from damage. Cost of replacing or repairing existing improvements shall be included in the unit price bid for items requiring removal and/or replacement of existing improvements. There will be no extra cost due the contractor for replacing or repairing existing improvements.

18. Whenever existing facilities are removed, damaged, broken, or cut in the installation whenever existing facilities are removed, damaged, broken, or cut in the installation of the work covered by these plans or specifications, said facilities shall be replaced at the contractor's expense, after proper backfilling and/or construction, with materials equal to or better than the materials used in the original existing facilities. The finished product shall be subject to the approval of the owner, the engineer, and the respective regulatory agency.

19. The contractor shall maintain a neatly marked set of full-size as-built record the contractor shall maintain a neatly marked set of full-size as-built record drawings showing the final location and layout of all structures and other facilities. As-built record drawings shall reflect change orders, accommodations, and adjustments to all improvements constructed. Where necessary, supple-mental drawings shall be prepared and submitted by the contractor.

Prior to acceptance of the project, the contractor shall deliver to the engineer, one set of neatly marked as-built record drawings showing the information required above. As-built record draw-ings shall be reviewed and the complete as-built record drawing set shall be current with all changes and deviations redlined as a precondition to the final progress payment approval and/or final acceptance.

Underground utilities

1. The information shown on the plans with regard to the existing utilities and/or improvements, was de-rived from field investigations and/or record information. The engineer does not guarantee these locations to be either true or exact. Prior to construction, it shall be the contractor's sole responsibility to verify all existing improvements and to expose all existing underground utilities related to the project, including but not limited to, sewer, storm drain, water, irrigation, gas, electrical, etc. And shall notify the engineer in writ-ing forty-eight (48) hours in advance of exposing the utilities, so that the exact location and elevation can be verified and documented. The cost associated to perform this work shall be included in either the lump sum clearing cost or in the various items of work. If location and/or elevation differs from that shown on the design plans, provisions to accommodate new location/elevation must be made prior to construction.

2. Prior to commencing any work, it shall be the contractor's responsibility to have each utility company locate in the field, their main and service lines. The contractor shall notify blue stakes at 1-800-662-4111 48 hours in advance of performing any excavation work. The contractor shall record the blue stakes order number and furnish order number to owner and engineer prior to any excavation. It will be the contractors sole responsibility to directly contact any other utility companies that are not members of blue stakes. It shall be the contractor's sole responsibility to protect all existing utilities so that no damage results to them during the performance of this contract. Any repairs necessary to damaged utilities shall be paid for by the contractor. The contractor shall be required to cooperate with other contractors and utility compa-nies installing new structures, utilities and service to the project.

3. The contractor shall provide all shoring, bracing, sloping or other provisions necessary to protect work-men for all areas to be excavated to a depth of 4' or more. For excavations 4 feet or more in depth, the contractor shall comply with industrial commission of utah safety orders section 68 - excavations, and section 69 - trenches, along with any local codes or ordinances.

4. Prior to opening an excavation, effort shall be made to determine whether underground installations;

i.e. sewer, water, fuel, electric lines, etc., will be encountered and if so, where such underground installa-tions are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging; and, when it is uncovered, ade-

SUMMARY 01 1100 - 7

quate protection shall be provided for the existing installation. All known owners of underground facilities in the area concerned shall be advised of proposed work at least 48 hours prior to the start of actual ex-cavation.

The contractor will verify depths of all utilities in the field ahead of pipeline construction to avoid conflicts with designed pipeline grade and alignment. If a conflict arises resulting from the contractor neglecting to verify utilities the contractor will be required to resolve the conflict without additional cost or claim to the owner.

5. All underground utilities shall be in place prior to installation of curb, gutter, sidewalk and street paving.

Surface improvements

1. All manhole rims, lampholes, valves and monument boxes, etc. Shall be adjusted to finished grade & collared after street paving, unless otherwise noted. Cost for this work shall be included in the unit prices for said facilities.

2. Payment for pavement will be made only for areas shown on plans. Replacement of pavement which is broken or cut during the installation of the work covered by these specifications, and which lies outside of said areas, shall be included in the contractor's unit price for pavement, and no additional payment shall be made for such work.

3. The contractor shall be responsible for the removal of all striping and/or pavement markings necessary to tie existing striping into future striping. Method of removal shall be by grinding or sandblasting.

Planting notes

1. The contractor shall make repairs to any missing or damaged sod areas resulting from irrigation modi-fications or general construction of the chiller.

2. Landscape plans and detail drawings are schematic only, discrepancies may exist, including but not limited to building location, property lines, any dimensions specified or implied. The contractor will be re-quired to adjust plans as necessary to retain concept integrity. Contact landscape architect if discrepan-cies exist.

3. Prepare subgrade soil for turf and shrub / perennial planter beds by loosening subgrade to a minimum depth of 4". Remove sticks, roots, extraneous matter, and stones larger than 1". Spread topsoil and amendments and thoroughly blend soil to a minimum depth of 6". Soil amending shall include composted organic material added at a rate of three cubic yards three cubic yards per 1000 square feet. All sod ar-eas, shrub bends, and perennial planters shall have the soil amended.

4. Top soil must be a premium quality dark sandy loam, free of rocks, clods, roots, and plant matter. The topsoil shall be evenly spread and smooth graded on a carefully prepared amended subgrade. Topsoil shall be spread to a depth of four inches (4") in all sod areas and six inches (6") in all shrub areas, flow-ering annual beds, and contanerized groundcover areas.

5. Sod must be premium quality, ultra green, evenly cut, established, healthy, weed and disease free, and from an approved source. Sod must be delivered and laid immediately after cutting. Sod must be laid with no gaps between pieces on a carefully prepared topsoil layer. The laid sod must be immediately wa-tered after installation. Any burned areas will require replacement. Adjust sprinkler system to assure healthy green survival of the sod without water waste.

6. Mulch over dewitt pro 5 weed barrier shall be evenly spread on a carefully prepared grade to the mini-mum depth noted. The top of all areas of mulch shall be at the grade of the adjacent curb, walk, or edge of pavement.

SUMMARY 01 1100 - 8

7. Fertilizer for sod areas shall be pelletized, n-p-k as approved by landscape architect for seasonal ad-justment. Use 20 lbs per 5,000 square feet or as per manufacturer's specifications. Spread evenly on a carefully prepared topsoil layer just prior to laying sod.

8. Landscape maintenance must be performed by the landscape contractor during establishment (30 days after final acceptance of entire project). Responsibilities include weed control, mowing, and irriga-tion run time adjustments. Notify owner and construction representative when establishment period has ended to insure ongoing maintenance. The owner is responsible for landscape maintenance and upkeep once establishment period has expired.

9. All plant material and landscape elements will be guaranteed for one year after final acceptance. Any items that are not first class premium quality will be replaced by the contractor at no cost to the owner.

Any plant material that is not premium quality or appears stressed in any way during the guarantee pe-riod will require replacement. The contractor must schedule a pre and post guarantee meeting with the owner's representative for inspection. Failure to do so will mean the official guarantee period has not been activated or de-activated.

10. It is the contractors responsibility to verify all quantities listed on the plans and the availability of all plant materials in their specified sizes prior to submitting a bid. 11. Specifications for landscape and irrigation construction shall be the 2015 apwa "manual of standard specifications".

Irrigation notes

1. It is the contractors responsibility to verify all quantities based upon the plan prior to completion of a construction cost estimate. Field verification of all irrigation piping and equipment necessary to complete construction is the responsibility of the contractor.

2. Irrigation laterals and fittings must be schedule 40 p.v.c. one (1) inch minimum size. Solvent weld all joints as per manufactures specifications for measured static p.s.i. teflon tape all threaded fittings. The minimum depth of lines shall be twelve (12) inches. Flows in g.p.m. for un-sized lines or changes shall be (1 inch-0-12 g.p.m.), (1 1/4 inch-13-22 g.p.m.),(1-1/2 inch-23-30 g.p.m.), (2 inch-31-50 g.p.m.), (2-1/2 inch-51-70 g.p.m.). Install king drains at all low points.

3. Thrust blocks for mainlines 2" or greater shall be installed with a minimum of three and a half (3 1/2) cubic foot of concrete wherever a change in direction or a "t" occurs.

4. Control wire must be uf-ul listed, color coded, copper conductor, direct burial. Use 14 gauge minimum wiring with all connections made with watertight rainbird splice-1 waterproof connectors and contained in valve boxes. Provide 24" of slack wire at each remote control valve in valve boxes and slack at all changes in direction. Wiring shall have separate colors for common, control, and spare.

5. Risers for spray heads and rotors up to 7 gpm shall be rainbird spx swing pipe (or approved equal) with sb series barb fittings. Risers for heads over 7 gpm shall be rainbird tsj series swing joints (or ap-proved equal), size to match inlet size of head.

6. Control valves to be install in heavy duty plastic vandal proof box. Size boxes according to valve num-bers for ease of maintenance and repair. Install four (4) cubic feet of pea gravel for sump in base of boxes.

7. All irrigation pipe running through walls, under sidewalk, asphalt, or other hard surface shall be sleeved prior to paving. It is the irrigation contractors responsibility to coordinate sleeving with concrete and pavement contractors. Sleeves will be schedule 40 p.v.c. the depth for main line sleeves shall be twenty four (24) inches minimum. Depth for lateral sleeves shall be twelve (12) inches minimum. Sleeves shall be a minimum of two sizes larger than the pipe to be sleeved. All valve wiring shall be contained in separate sleeving.

8. Plans are diagrammatic and approximate due to scale. Where possible, all piping is to be installed within the planting areas. No tees, ells, or changes in direction shall occur under hardscape.

9. Spray heads adjacent to hardscape paving shall be spaced away 1"-3". Spray heads adjacent to walls, buildings, fences or structures shall be spaced away a minimum of 6".

SUMMARY 01 1100 - 9

10. The irrigation system shall be installed for proper drainage and winterization. No line sags or saddles shall occur in irrigation main or lateral lines. All piping shall have a minimum .5% positive slope to end of lines. Install king drains at all low points and ends of lateral lines.

11. Upon completion of irrigation modifications, the contractor shall visually inspect the irrigation system and verify that all irrigation zones operate property. Any under irrigated or unirrigated areas shall be identified, and the contractor shall make adjustments or additions to the system to correct irrigation defi-ciencies.

A.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1100

ALTERNATES 01 2300 - 1

SECTION 01 2300 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate Alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the Alternate into Project.

1. Include as part of each Alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of Alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each Alternate. Indicate if Alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to Alternates.

C. Execute accepted Alternates under the same conditions as other work of the Contract.

D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each Alternate.

ALTERNATES 01 2300 - 2

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1 - Remove existing CRU-3.1 (In Elec./UPS Room) and associated outdoor condensing unit, ductwork, piping and utilities; Replace with new per plans.

B. Alternate No. 2 - Add CRU-2.2 and associated outdoor condensing unit, piping, ductwork and utilities per plan.

C. Alternate No. 3 – Add CRU-1.4 and associated outdoor condensing unit, ductwork, piping and utilities per plan.

END OF SECTION 01 2300

SUBSTITUTION PROCEDURES 01 2500 - 1

SECTION 01 2500 - SUBSTITUTION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 6000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed

Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use form provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

SUBSTITUTION PROCEDURES 01 2500 - 2

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from

ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's

Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

SUBSTITUTION PROCEDURES 01 2500 - 3

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

e. Requested substitution will not adversely affect Contractor's construction schedule.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

g. Requested substitution is compatible with other portions of the Work.

h. Requested substitution has been coordinated with other portions of the Work.

i. Requested substitution provides specified warranty.

j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 2500

CONTRACT MODIFICATION PROCEDURES 01 2600 - 1

SECTION 01 2600 - CONTRACT MODIFICATION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 01 2500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

2. Section 01 3100 "Project Management and Coordination" for requirements for forms for contract modifications provided as part of web-based Project management software.

1.3 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710.

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 7 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Architect.

CONTRACT MODIFICATION PROCEDURES 01 2600 - 2

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Architect.

1.5 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Change Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 2600

PAYMENT PROCEDURES 01 2900 - 1

SECTION 01 2900 - PAYMENT PROCEDURES

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of

Contractor's construction schedule.

1. Correlate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Arrange schedule of values consistent with format of Owner’s Application and

Certificate for Payment with Continuation Sheets on forms standard with Salt Lake County.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of Contract Sum.

4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

PAYMENT PROCEDURES 01 2900 - 2

5. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

6. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

7. Each item in the schedule of values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.

8. Schedule Updating: Update and resubmit the schedule of values before the next

Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: The date for each progress payment is indicated in…