Joaquin_Murrieta_Park_-_Splash_Pad_Specs_Rev.pdf

Joaquin Murrieta Park City of Tucson Technical Specifications 000101 - 1 Cover and TOC

CITY OF TUCSON, ARIZONA

PROJECT TECHNICAL SPECIFICATIONS

DATED: SEPTEMBER 27, 2024

FOR:

JOAQUIN MURRIETA PARK

SPLASH PAD IMPROVEMENTS

Prepared by

3300 East Sunrise Drive, Suite 130 | Tucson, AZ 85718

Technical Specifications 000101 - 2 Cover and TOC

Table of Contents

Section Description

DIVISION 00 – PROCUREMENT AND

CONTRACTING REQUIREMENTS

000101 Project Title Page Table of Contents

Seal Pages 002200 Supplementary Conditions 003113 Construction Schedules 006500 007200

Closeout Procedures General Conditions

DIVISION 1 – GENERAL REQUIREMENTS

011000 Summary of Work 012000 012600

Project Meetings Contract Modification Procedures

012973 013200

Schedule of Values Construction Progress Documentation

013300 014000 014100 014200

Submittal Procedures Quality Requirements Testing Laboratory Services References

016000 017300

Product Requirements Execution Requirements

DIVISION 2 – EXISTING CONDITIONS

023200 Soils and Subsurface Investigations

DIVISION 3 - CONCRETE

030000 Concrete (Sidewalks, Site Details, Seat Walls) 031100 Formwork 032000 Reinforcement 033000 Architectural Cast-In-Place Concrete 033001 033500 034500

Site Cast-In-Place Concrete Concrete Sealers Pre-Cast Architectural Concrete

038100 Sawcutting

DIVISION 4 - MASONRY

042200 042201

DIVISION 5 - METALS

Concrete Unit Masonry Site Unit Masonry

051200 053100 055000

Structural Steel Framing Steel Decking Metal Fabrications

Technical Specifications 000101 - 3 Cover and TOC

DIVISION 7 – THERMAL AND MOISTURE

PROTECTION

071900 072100 074113 075216 076200 079200

DIVISION 8 - OPENINGS

081113 083113 087100

DIVISION 9 - FINISHES

092216 092900 096513 099113 099123

DIVISION 10 – SPECIALTIES

101400 102800

DIVISION 12 - FURNISHINGS

123553

DIVISION 13 – SPECIAL CONSTRUCTION

133123

DIVISION 22 – PLUMBING

221113 221313

DIVISION 26 – ELECTRICAL

260500 260519 260526 260533 262413 262416 262726

Water Repellents and Anti-Graffiti Coatings Thermal Insulation Preformed Metal Panels SBS Modified Bituminous Membrane Roofing Sheet Metal Flashing and Trim Joint Sealants

Hollow Metal Doors and Frames Access Doors and Frames Door Hardware

Non-Structural Metal Framing Gypsum Wallboard Resilient Base and Accessories Exterior Painting Interior Painting

Signage Toilet, Bath, and Laundry Accessories Fire Protection Cabinets Fire Extinguishers Electric Hand Dryers

Metal Casework

Pre-engineered Shade Canopies

Facility Water Distribution Facility Sanitary Sewers

Common Work Results for Electrical Low-voltage Electrical Power Conductors & Cables Grounding and Bonding for Electrical Systems Raceway and Boxes for Electrical Systems Switchboards Panelboards Wiring Devices

Technical Specifications 000101 - 4 Cover and TOC

DIVISION 31 – EARTHWORK

310000 Earthwork 311500 313116

Utility Trenching, Backfill, and Compaction Termite Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

321313 321500

Concrete Paving Aggregate Surfacing

328400 Planting Irrigation 329000 329113 329223

Landscaping and Planting Soil Preparation Sodding

DIVISION 33 - UTILITIES

334100 Storm Utility Drainage Piping

Technical Specifications 002200 - 1 Supplementary Conditions

SECTION 002200

SUPPLEMENTARY CONDITIONS

PART 1 - GENERAL

1.01 GENERAL CONDITIONS

The work embraced herein shall be done in accordance with the requirements of the following:

The General Conditions of the Contract for Construction and Pima Association of Governments (PAG) Standard Specifications for Public Improvements, 2015 Edition, Volume 1 General Conditions Section 101 through 110 are part of this Contract.

Electronic version of the PAG Standard Specifications for Public Works Improvements, 2015 Edition, Volume 1 can be found at the following address:

https://apps.pagregion.com/StandardSpecifications/Documents/StandardSpecific ationsVolume1-FinalApproved.pdf

Pima Association of Governments (PAG), Standard Details for Public Improvements, 2015 Edition, Volume 2, http://apps.pagnet.org/standardspecifications

Pima County/City of Tucson, Pavement Marking Design Manual, Latest Edition http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=63368

Pima County/City of Tucson Signing Manual, Latest Edition http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=63368

Pima County Regional Wastewater Reclamation Department Standard Specifications and Details for Construction for Public Sanitary Sewers, 2012 http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=56988

U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices for Streets and Highways, December 2009, and amendments http://mutcd.fhwa.dot.gov/kno_2009r1r2.htm

Arizona Supplement to the Manual on Uniform Traffic Control Devices (MUTCD), 2009 edition (January 2012), http://www.azdot.gov/Highways/Traffic/Standards.asp

In the case of conflict, the following order of precedence shall be governing:

1. Construction Plans

2. Technical Specifications

3. PAG Standards and Specifications https://apps.pagregion.com/StandardSpecifications/Documents/StandardSpecificationsVolume1-FinalApproved.pdf https://apps.pagregion.com/StandardSpecifications/Documents/StandardSpecificationsVolume1-FinalApproved.pdf http://apps.pagnet.org/standardspecifications http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=63368 http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=63368 http://webcms.pima.gov/cms/one.aspx?portalId=169&pageId=56988 http://www.azdot.gov/Highways/Traffic/Standards.asp

Technical Specifications 002200 - 2 Supplementary Conditions

4. Manual of Uniform Traffic Control Devices (MUTCD)

1.02 SUPPLEMENTS

The following supplements modify, change, delete from, and add to, the PAG Specifications. When any portion of the PAG Specifications is modified or any paragraph or subparagraph, or clause thereof is modified or deleted by these Supplementary Conditions, the unaltered provisions of the PAG Specifications shall remain in effect.

SECTION 105.3

Add the following:

105.3.1 “Execute Work as per Contract Documents. Make no changes without having first received written permission. Where detailed information is lacking, before proceeding with Work, refer matter to Engineer for information.”

105.3.2 “Should conflicts occur in or between drawings and specifications, or within different areas within the plans and/or different areas within the Specifications, the Contractor is deemed to have estimated on the more expensive way unless he has asked for and obtained a written decision from the Engineer before submission of his proposal as to which method or materials will be required. The construction contract shall ultimately govern in conflicts when they occur between the drawings and specifications.”

END OF SECTION

Technical Specifications 003113 - 1 Construction Schedules

SECTION 003113

CONSTRUCTION SCHEDULES

1.01 WORK SPECIFIED

A. To assure adequate planning and execution of the Work so that the Work is completed by the date allowed in the Contract, and to assist the City or the City’s Representative in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in the Section.

B. Contractor should employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, in analyzing and use of construction scheduling, and in preparation and issue of periodic reports as required below.

2.01 RELIANCE UPON APPROVED SCHEDULE:

A. The Construction schedule, as reviewed by the City will become an integral part of the Contract and will establish interim Contract completion dates for the various activities. The ultimate responsibility for timely completion of all contract milestones and completion of the contract shall be that of the Contractor.

B. The Contractor shall develop a baseline schedule which includes activities related to testing, submittals, procurement (long-lead and owner furnished equipment), utility company work, and any other tasks determined to be related to the project’s critical path in addition to all the work tasks. The City will determine the acceptance of a final baseline schedule.

C. Should any activity not be complete within 7 calendar days after the stated scheduled date, (approved and accepted construction delays will be taken into consideration) the City shall have the right to order the Contractor to expedite completion of the activity by whatever the City deems appropriate and necessary, without additional compensation to the Contractor.

D. Should any activity be 15 or more calendar days behind schedule, the City shall have the right to direct the activity to be performed by whatever methods the City deems appropriate.

E. Costs incurred by the City in connection with expediting construction activity under this Article shall be reimbursed to the City by the Contractor.

3.01 REPORT FORMATS

A. Construction Diagram: The Schedule of Construction Diagram must be a standard and accepted schedule of activities that shall graphically show the order and interdependence of all activities necessary to complete the Work, and the sequence in which each activity is to be accomplished, as planned by the Contractor and his Project Field Superintendent in coordination with all Subcontractors whose work is shown on the diagram. Activities shown on the diagram shall include, but are not necessarily limited to:

Technical Specifications 003113 - 2 Construction Schedules

1. Project Mobilization

2. Submittals and approvals of Shop Drawings and Samples

3. Procurement of equipment and critical materials

4. Fabrication of special material and equipment, installation and testing

5. Final Cleanup

6. Final inspection and testing

7. All activities determined by the City to affect the progress of required dates for completion, for all and for each part of the work

B. The detail of information shall be such that duration times of activities shall normally range from 1 to 25 calendar days. The selection and number of activities shall be subject to City approval.

C. Show on the diagram, as a minimum for each activity, description of each activity, duration in calendar days of each activity, completion of each activity, and how each activity affects each other activity. Submit diagram on a sheet 30” high, or agreed height by the City, by the width required.

D. The Contractor shall additionally provide a Bar Chart type schedule for review at each project meeting. The information shall be detailed by activity and updated weekly to demonstrate work progress for any 2-4-week period. Each activity schedule to be complete during a previous week that is not accomplished shall be explained during the current project meeting with solution for expediting that activity and/or statement relative to the delays to explain the same.

4.01 MATERIAL STATUS REPORTS

A. The Contractor’s standard materials status report form will be acceptable if, in the City’s judgment, it provides sufficient pertinent data to determine that materials procurement flow is adequate for all needs of the Work. The Contractor’s standard materials status report shall include, at a minimum, the following information:

1. Item description listed in accordance with the Specifications Section number in which the item is called for

2. Purchase Order number and date of issue

3. Vendor Name

4. Date Shipped and shipping means utilized

5. Estimated date of arrival at job site

6. Actual date of arrival at project site, and receiving report number

B. On a letter of transmittal accompanying periodic reports, or an accompanying summary sheet, or other means acceptable to the City, clearly indicate those items which are critically overdue or otherwise detrimental to the maintenance of the approved schedule.

5.01 CONSTRUCTION STATUS REPORTS

A. Report actual progress by updating the mathematical analysis as indicated below.

B. Note on the summary report, or clearly show on a revised issue the affected portions of the detailed diagram, all revisions causing changes in the detailed program.

Technical Specifications 003113 - 3 Construction Schedules

C. Revise the summary report as necessary for continued clarity.

D. Describe activities or portions of activities completed during the reporting period.

E. State the percentage of Work actually completed and scheduled as of the report dates and the progress along the critical path in terms of days ahead or days behind the scheduled dates.

F. It the Work is behind schedule, also report progress along other paths with negative float.

G. Include a narrative report which shows but is not necessarily limited to:

1. A description of the problem areas, current and anticipated

2. Delaying factors, and their impact

3. An explanation of corrective actions taken or proposed

6.01 REVISIONS

A. Make only those revisions to the approved Construction Schedule and approved Material Status Report as they are approved in advance by the City.

Technical Specifications 006500 - 1 Closeout Procedures

SECTION 006500

CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures

2. Project Record Documents

3. Operation and maintenance manuals

4. Warranties

5. Instruction of Owner's personnel

6. Final cleaning

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following:

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Obtain and submit a Certificate of Occupancy from the Town Building

Department for the use of the buildings.

5. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

6. Prepare and submit Project Record Documents and Operation and Maintenance Manuals.

7. Deliver tools, spare parts, extra materials, materials designated in the construction documents, and similar items to location designated by Owner.

Label with manufacturer's name and model number where applicable.

8. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

9. Complete startup testing of systems.

10. Submit test/adjust/balance records.

11. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

12. Advise Owner of changeover in related utilities.

13. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

14. Complete final cleaning requirements, including touchup painting.

15. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

Technical Specifications 006500 - 2 Closeout Procedures

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner’s representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner’s representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner’s representative that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. Contractor to pay for the cost of all consultants’ time for re-inspections on a time and materials basis if work is significantly incomplete.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit a final Application for Payment according to Supplemental General Conditions.

2. Submit certified copy of Owner’s representative's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner’s representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit pest-control final inspection report and warranty.

5. Submit a written certification that all construction has been completed with asbestos free materials.

6. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Owner’s representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner’s representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. Contractor to pay for the cost of all consultants’ time for re-inspections on a time and materials basis if work is significantly incomplete.

1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

Preparation: Submit three copies of the list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first. For exterior spaces, identify major landmarks or adjacent amenities to describe the space.

Technical Specifications 006500 - 3 Closeout Procedures

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:

a. Project name

b. Date

c. Name of Owner’s representative

d. Name of Contractor

e. Page number

1.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Owner’s representative's reference during normal working hours.

B. Record Drawings: Contractor to prepare, maintain, finalize and submit one set of blue-or black-line white prints of Contract Drawings and Shop Drawings. Contractor to utilize a licensed surveyor to provide final elevation grades for record drawings. Contractor to provide the Town with an electronic copy of the final record drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Accurately record information in an understandable drawing technique.

c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Mark important additional information that was either shown schematically or omitted from original Drawings.

4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

6. Contractor shall review the record drawings on a monthly basis with the owner’s representative to verify that the record drawings are up to date. The contractor shall ensure that the record drawings reflect the actual construction progress accurate to within 48 hours.

C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

Technical Specifications 006500 - 4 Closeout Procedures

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Note related Change Orders, Record Drawings, and Product Data, where applicable.

4. Contractor shall review the record specifications on a monthly basis with the owner’s representative to verify that the record drawings are up to date. The contractor shall ensure that the record drawings reflect the actual construction progress accurate to within 48 hours.

D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, Record Drawings and Record Specifications, where applicable.

E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

1.6 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Contractor to provide the Town with an electronic copy of the operation and maintenance manuals. Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data:

a. Emergency instructions and procedures.

b. System, subsystem, and equipment descriptions, including operating standards.

c. Operating procedures, including startup, shutdown, seasonal, and weekend operations.

d. Description of controls and sequence of operations.

e. Piping diagrams.

2. Maintenance Data:

a. Manufacturer's information, including list of spare parts.

b. Name, address, and telephone number of Installer or supplier.

c. Maintenance procedures.

d. Maintenance and service schedules for preventive and routine maintenance.

e. Maintenance record forms.

f. Sources of spare parts and maintenance materials.

g. Copies of maintenance service agreements.

Technical Specifications 006500 - 5 Closeout Procedures

h. Copies of warranties and bonds.

B. Organize operation and maintenance manuals into suitable sets of manageable size.

Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents. Submit 3 copies of the manual.

1.7 WARRANTIES

A. Submittal Time: Submit written warranties on request of Owner’s representative for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated.

B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

D. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 DEMONSTRATION AND TRAINING

A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.

1. Provide instructors experienced in operation and maintenance procedures.

2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season.

Technical Specifications 006500 - 6 Closeout Procedures

3. Schedule training with Owner, with at least seven days' advance notice.

4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content.

B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for the following:

1. System design and operational philosophy.

2. Review of documentation.

3. Operations.

4. Adjustments.

5. Troubleshooting.

6. Maintenance.

7. Repair.

3.2 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

d. Remove tools, construction equipment, machinery, and surplus material from Project site.

e. Remove snow and ice to provide safe access to building.

f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces.

i. Vacuum carpet and similar soft surfaces, removing debris and excess nap;

shampoo if visible soil or stains remain.

j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.

k. Remove labels that are not permanent.

Technical Specifications 006500 - 7 Closeout Procedures

l. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.

m. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

n. Replace parts subject to unusual operating conditions.

o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

q. Clean ducts, blowers, and coils if units were operated without filters during construction.

r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.

s. Leave Project clean and ready for occupancy.

C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid Project of rodents, insects, and other pests. Prepare a report.

D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

Technical Specifications 007200 - 1 General Conditions

SECTION 007200

GENERAL CONDITIONS

PAG STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ARE HEREBY MODIFIED TO

INCLUDE THE FOLLOWING:

SECTION 101 ABBREVIATIONS AND DEFINITIONS

101.2 DEFINITIONS AND TERMS

The work is to be performed for the City of Tucson, located in Pima County, Arizona. All references in the specifications to public agencies and officials shall be interpreted as if suitably modified so as to be appropriate to a City of Tucson Project.

ENGINEER: Kimley-Horn and Associates, Tucson, Arizona, acting through its duly authorized representative.

SECTION 104 SCOPE OF WORK

104.1.1 GENERAL

The Contractor shall furnish all labor, materials, equipment, transportation, utilities, services and facilities required to perform all work for the construction of the project within the time specified.

The Project includes the necessary infrastructure, grading, drainage, and sitework for the park improvements shown in the plans.

Requests for Information: All requests for information shall be in writing. Verbal requests shall not be considered an action.

Traffic Control: The Contractor is required to prepare and submit a traffic control plan. The contactor shall maintain one open lane of traffic at all times. The contractor shall provide signs and marker delineation to direct traffic. The traffic control plan must be approved in writing by the City of Tucson before construction operations begin. The traffic control plan must be revised and resubmitted to the extent necessary to obtain City approval.

Erosion Protection and Site Restoration: The Contractor is responsible for complying with the requirements of the Arizona Pollutant Discharge Elimination System Permit Program. This generally, includes submittal of a Notice of Intent to ADEQ, preparation of a Stormwater Pollution Prevention Plan for the site and submittal of a Notice of Termination to ADEQ for the project. Erosion control devices are typically installed at the tops and toes of all fill slopes, in graded earthen channels, and at the outlets of all drainage culverts. Devices generally include straw bales, straw wattles, or silt fences as appropriate and must be approved in writing by the City of Tucson prior to placement. The cost for complying with the AZPDES permit process shall be included in the Administration portion of the Contractors bid.

Pay Item: Pay Unit:

Environmental Control Measures LSUM

Housekeeping: Daily cleanup of the construction site (sweeping the streets, providing proper traffic control devices, etc.) will be required; no separate payment will be made for daily clean up.

Hours of Construction: The construction hours of operation shall be 7:00 AM to 6:00 PM. Hours may be modified by the City of Tucson if complaints are received from nearby property owners or occupants. If modified hours substantially reduce the time each day for construction, the Contractor may request a time extension or cost increase. Any such request will be reviewed on its merits.

Technical Specifications 007200 - 2 General Conditions

Storage of Materials: The Contractor shall store all construction materials within his construction yard or on City or private off-street locations for which arrangements have been made by the Contractor. The Contractor will be required to furnish evidence of permission to use any site proposed as a staging or storage area for this project and will be required to obtain any permits normally required by the City of Tucson for such use. Only a one-day supply of construction materials will be allowed to be stored in roadways or alleys at the construction location unless extended storage is specifically authorized by the City.

City Authority to Shut Down/Clean the Work Area: The City retains the right to shut down the construction activities of the Contractor if, in the City’s opinion, the work site is unsafe, unsightly, or not maintained in a workmanlike condition for the public convenience, and the Contractor has not responded to requests by the City to improve the site conditions. The right of the City to order such a shutdown does not relieve the Contractor of any obligation to provide and maintain a safe worksite and to conform to all requirements of the Agreement Documents.

If the City requires a shutdown for reasons stated above, the shutdown will be in effect until such time as the Contractor has provided the necessary corrective action. The Contractor agrees that it will not make a claim against the City for any loss of work or agreement time associated with a City demand for corrective action.

If, in the opinion of the duly authorized representatives of the City, an emergency condition or public nuisance exists, the City also retains the right to correct unsafe, unsightly, or ill-maintained site conditions and recover any costs incurred by the City for those corrections against the Contractor, if again, the Contractor has not responded to the City’s requests for corrective action. The Contractor will be allowed not more than 48 hours in which to make corrections as requested by the City prior to the City commencing any work.

104.2.2 ALTERATION OF WORK DUE TO PHYSICAL CONDITIONS

The provisions of this section are subordinate to the provisions and requirements of Section 102 and Section 109. The referenced sections may substantially limit the Contractor's ability to request additional payment for changes in the work due to unforeseen physical conditions.

SECTION 105 CONTROL OF WORK

Modified to Add

105.2 PLANS AND WORKING DRAWINGS

Shop drawings and manufacturer's specification sheets are required for all components. The Contractor shall submit all data at one time, bound and indexed in an orderly manner, including manufacturer's specifications, literature, performance data and dimensions, making all markings with ink in color other than red. The Contractor shall verify that equipment submitted will fit equipment spaces before submitting. The Contractor shall procure shop drawings (e.g. wiring diagrams, etc.) from other trades involved and comply as required for complete installation. The Contractor shall maintain a complete set of all approved shop drawings and an accurate as-built set of plans on site for reference at all times. The as-built plans will be furnished by the Contractor to the Owner at the completion of the project for record.

105.6 COOPERATION WITH UTILITY COMPANIES

It is distinctly understood and agreed that the Contractor has considered in his proposal all of the permanent and temporary utility appurtenances in their present or relocated positions as shown on the Plans or as determined by him during the bidding period, in accordance with the requirements of Section 102.7, and that no additional compensation will be allowed for any delays, inconvenience, or damage sustained by him due to any interference from the said utility appurtenance or the operation of moving them.

The Contractor shall notify all utility companies and the City of Tucson of his intent to begin work. In particular, the Contractor shall make contact Blue Stake service by calling 811 at least 2 working days before beginning work. The Contractor shall exercise all care to avoid damaging utilities whether shown on the Plans, staked in the field, or not.

Technical Specifications 007200 - 3 General Conditions

105.8 CONSTRUCTION STAKES, LINES AND GRADES

Construction Staking:

The Contractor shall be responsible for retaining a Registered Land Surveyor, licensed to practice in Arizona, who shall be responsible for providing all stakes necessary to establish construction lines and grades. Stakes provided shall be of sufficient number to satisfy the Engineer that the work may be constructed in accordance with the Plans.

As-built Survey:

The contractor shall be responsible for retaining a Registered Land Surveyor, licensed to practice in Arizona, who shall responsible for obtaining as-built documentation for use in the Record Drawings at the close of construction.

Pay Item: Pay Unit:

Construction Staking LSUM

105.14 MAINTENANCE DURING CONSTRUCTION

Adequate drainage of the construction area shall be provided at all times. The proposal shall include the phone number(s) for an emergency contact(s) available 24 hours during construction. To further promote good drainage of the site, drainage channels, culverts, and structures, shall be constructed from downstream to upstream in such a way that, during construction, they do not impede the flow of water from the construction area.drainage of the construction area, or to order the work so as to minimize the possible extent of such damage, shall be repaired at the Contractor's expense. No extension of time shall be granted on account of the time required to make such repairs.

SECTION 106 CONTROL OF MATERIALS

106.4 TESTS AND ACCEPTANCE OF MATERIALS

The Contractor shall employ and pay for an independent testing laboratory to provide all materials testing for the Project. The Contractor shall supply the City with samples of materials and test results at the regularly scheduled project meeting (meeting to be scheduled at the pre-construction meeting). Note that the following is a generic testing specification and not all tests may be required for this project. In addition, testing subcontractor shall keep records of test locations on as-built plans showing test numbers.

Soil Compaction shall meet criteria in ASTM D698 and included in the Table 3 of the Geotechnical Report in Appendix A.

TABLE 106.4

QUALITY ASSURANCE TESTING

Density: Standard Proctor @ 1 each for each material to be tested.

Pavement sub-grade @ 1 per 1,000 S.Y. (1 minimum).

Pavement ABC @ 1 per 1,000 S.Y. (1 minimum).

Pavement (nuclear correlated to cores) @ 1 per 1000 S.Y. (1 minimum).

Curb sub-grade @ 1 per 250 L.F. (1 minimum).

Sidewalk sub-grade @ 1 per 1500 S.F. (1 minimum).

Trench bedding, shading, and backfill for CMP trench under paving @ 1 set each per CMP.

Trench bedding, shading, and backfill for water/sewer line trenches @ 1 set each between each pair of manholes for sewer and 1 each for every 200 LF of waterline (minimum of 1 set).

Sewer manhole bases @ 1 each per manhole base.

Catch basin sub-grade @ 1 each per basin.

Concrete: Air test and four cylinders (7,14,28, hold) for:

Curb @ 1 per 250 L.F. (minimum of 1 set).

Sidewalk @ 1 per 1500 S.F. (minimum of 1 set).

Technical Specifications 007200 - 4 General Conditions

Structures (catch basins, etc.) @ 1 per three structures (minimum of 1 set).

Structures (box culverts, wing walls, bridge barriers, etc.) @ 1 per truck (minimum of 1 set).

Valley Gutter @ 1 per Valley Gutter

Paving: Extraction/gradation @ 1 per day's production.

Pay Item: Pay Unit:

Quality and Testing Control LSUM

SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC

Modified to Add

107.2 PERMITS, LICENSES AND TAXES

The Contractor shall, at his own expense, obtain all required permits for the work. The Contractor is responsible for all taxes, including sales tax, required by all laws and ordinances having jurisdiction.

107.2.2 DISPOSAL OF WASTE AND SURPLUS MATERIAL

The Contractor is responsible for disposal of waste materials. All disposal costs, regardless of disposal site, shall be included in the bid unit price for the appurtenant or related item of work and no direct payment will be made for disposal of waste or surplus materials.

The Contractor is responsible for providing proper dump sites for all material removed as part of the agreement documents including concrete, asphalt, fence, trees, surplus earthwork material and other items.

107.12 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE

The Contractor shall file with the Engineer, at the Pre-Construction Conference, the written consent of the Owner of the property upon which he intends to dispose of surplus material.

The Contractor shall protect and/or restore all existing improvements including, but not limited to, concrete, asphalt, drainage structures, culverts, fencing, landscaping (living or non-living), and irrigation systems to original condition upon completion of the work. The Contractor will be required to replace all trees, shrubs, flowers, ground cover and sod to their original conditions prior to construction. All landscaping material shall be transplanted or replaced with comparable materials, species and specimens to ensure that the site is restored to its original condition. The one-year warranty for the work will also include all live landscaping as mentioned herein. The Contractor will also be required to maintain watering operations for landscaping during repair and/or replacement of irrigation systems throughout the course of the work. Except as specified otherwise in the Special Provisions, all costs associated with the restoration of landscaping shall be included in the amount bid for items of work to which it is incidental or appurtenant.

The contractor shall video tape the site prior to commencing construction and provide the City with 2 copies. The City shall specify the preferred medium for video.

107.19 CONTRACTOR'S RESPONSIBILITY FOR WORK

The Owner will not protect or be responsible for protection of equipment, tools, materials, or work in progress in the construction area during construction.

107.21 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTY AND SERVICES

All power poles, pedestals, guy wires and underground facilities shall be removed and/or relocated by the respective owners of the facilities. The Contractor is responsible for the notification and coordination with the utility companies to ensure that this work is accomplished in a manner consistent with the construction schedule.

Technical Specifications 007200 - 5 General Conditions

All utilities shall be Blue Staked prior to construction. The Contractor shall pothole all potential utility conflicts prior to construction to verify that proper clearance is provided between the new improvements and the existing utilities. The Contractor shall notify the appropriate franchise utility immediately if any conflicts are encountered.

Technical Specifications 011000 - 1 Summary of Work

SECTION 011000

SUMMARY OF THE WORK

A. Project Identification: Joaquin Murrieta Park Splash Pad

1. Project Address: 1400 N. Silverbell Road, Tucson, Arizona 85745

B. Owner: City of Tucson

1. Engineer: The City Engineer acting directly or through his duly authorized personnel.

2. Owner’s personnel: Personnel of the City of Tucson Parks and Recreation

Department, which is the end user.

C. Consultant(s): Kimley-Horn 3300 E Sunrise Drive Suite 130, Tucson, AZ 85718, acting through duly authorized representatives, which may include delegation to subconsultants when appropriate. Where the specifications indicate a specific action to be by the Consultant, the Engineer may retain the right of action in lieu of the Consultant.

General: The Joaquin Murrieta Park project is located at 1400 N Silverbell Road. The project includes the development of a splash pad and restroom/equipment building.

Grading and Subgrade Preparation Concrete Structures Water or Sanitary Sewer Piping Irrigation and Sprinkler Systems Improvements Landscaping Electrical & Controls Site Lighting

The above items of work along with the construction requirements are adequately described and defined in the Standard Specifications for Public Improvements sponsored and distributed by the Pima Association of Governments (PAG) latest revisions, or within these Technical Specifications.

The information written into these Technical Specifications will:

1. Describe any special or unusual conditions.

2. Explain details of the work not covered in the PAG Specifications and Details

3. Relate certain work to specific bid items or payment quantities.

4. Contain the specifications and/or requirements of utility companies affected or included within the drawings and specifications of this project.

1.02 EXECUTION

Technical Specifications 011000 - 2 Summary of Work

The following items are non-payment items being considered incidental to the project, the costs of which are to be included in project overhead or within a specific bid item.

1. PLANS AND WORKING DRAWINGS (SUBMITTALS)

General: Conform to the requirements of PAG Standard Specifications Section 105.2 except as noted herein.

Materials: The Contractor shall furnish to the **City of Tucson Contract Administrator** **Design Engineer** product data, material certificates, mix designs ABC submittals, and shop drawings in sufficient detail to show complete compliance with all specified requirements, including but not necessarily limited to the following:

Product Data: Pipes and appurtenances Backflow Prevention Assemblies Valves and valve boxes Vaults and manholes All irrigation components

Product data shall include information such as the manufacturer's printed recommendations, compliance with recognized trade association standards, application of testing agency labels and seals, product dimensioning, and notation of coordination requirements.

Certificates: Piping materials Gaskets Steel

The certificates shall be prepared by the Manufacturer or testing agency thereof and should include technical specifications and compliance with industry trade association and testing agency standards.

Mix Designs: Asphaltic cement concrete pavement Portland cement concrete

The mix designs shall directly compare the proposed mix components and properties with those of the referenced standard mix or as modified within the special provisions.

Shop Drawings: Sequence of construction details Traffic control plans-haul routes Utility protection plans Storm drain pipe layout per PAG Section 1010 Reinforcing steel bending and layout Details of structures if non-standardized Falsework Steel fabrication details Shoring

Shop drawings shall include the name of the project, project number, date prepared, name of the Preparer, Contractor, and Subcontractor, if applicable. All dimensions and identification of products and materials included, along with notation of any coordination requirements and established field dimensions/measurements/verifications shall be clearly shown or noted.

Technical Specifications 011000 - 3 Summary of Work

Drawings of minor or incidental fabricated material and/or equipment may not be required by the City of Tucson. The Contractor shall furnish the City tabulated lists of such fabrications, showing the names of the manufacturers and catalog numbers, together with samples of general data as may be required to permit determination by the City as to their acceptability for incorporation into the work.

Samples: Plant materials Decomposed granite

Samples shall be representative of the materials to be incorporated into the project and submitted in sufficient quantity to permit evaluation and/or comparison.

Distribution and Review: The contractor shall anticipate and schedule for a two-week review period by the City of Tucson and/or its representative during which time will either approve, disapprove, or request modifications. The latter two will require resubmittal of the material and a subsequent additional review period. This process shall be repeated until all submitted materials have been approved.

Shop drawings shall be on sheets in standard size increments between 8 1/2 x 11 and 24 x 36. All drawings shall indicate the name of the job, the City's job number, date, names of the Contractor, Subcontractor and Preparer, and the date of approval by the Contractor.