HomeMy WebLinkAboutB15-0303_B15-0303 Project Manual_1439823660.pdf
Project Manual for:
Town of Vail
Municipal Parking Lot
Construction Documents
Vail, Colorado
Project Number: 1302615
14 August, 2015
Divisions 1 - 33
HEERY International Inc.
555 17th Street, Suite 500
Denver, CO 80202
720.946.0276
720.946.0277
www.heery.com
Heery Proj. No. 1302615
Town of Vail,
Municipal Parking Lot
Vail Valley Medical Center
000101 - 1 PROJECT TITLE PAGE
SECTION 000101
PROJECT TITLE PAGE
TOWN OF VAIL
MUNICIPAL PARKING LOT
VAIL VALLEY MEDICAL CENTER
OWNER:
TOWN OF VAIL
VAIL, COLORADO
ARCHITECT:
HEERY INTERNATIONAL
555 17TH ST.
DENVER, COLORADO 80202
720-946-0276
CIVIL ENGINEER:
MARTIN/MARTIN
LANDSCAPE ARCHITECT:
LIMEGREEN DESIGN
END OF PROJECT TITLE PAGE
Heery Proj. No. 1302615
Town of Vail,
Municipal Parking Lot
Vail Valley Medical Center
000110 - 1 TABLE OF CONTENTS
SECTION 000110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 000101 - Project Title Page
B. 000102 - Seals Pages
C. 000110 - Table of Contents
SPECIFICATIONS
2.01 DIVISION 01 -- GENERAL REQUIREMENTS
A. 011000 - Summary
B. 013000 - Administrative Requirements
C. 014000 - Quality Requirements
D. 014100 - Regulatory Requirements
E. 014216 - Definitions
F. 014219 - Reference Standards
G. 014533 - Code-Required Special Inspections
H. 015000 - Temporary Facilities and Controls
I. 015813 - Temporary Project Signage
J. 016000 - Product Requirements
K. 017000 - Execution and Closeout Requirements
L. 017800 - Closeout Submittals
2.02 DIVISION 02 -- EXISTING CONDITIONS – See Drawings
2.03 DIVISION 03 -- CONCRETE – See Drawings
2.04 DIVISION 04 -- MASONRY – NOT USED
2.05 DIVISION 05 -- METALS
A. 055213 – Pipe and Tube Railings
2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES – NOT USED
2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 072100 - Thermal Insulation
B. 079005 - Joint Sealers
2.08 DIVISION 08 -- OPENINGS – NOT USED
2.09 DIVISION 09 -- FINISHES
A. 092236 – Metal Lath and Accessories
B. 092400 – Portland Cement Plastering
C. 099000 – Painting and Coating
2.10 DIVISION 10 -- SPECIALTIES – NOT USED
2.11 DIVISION 11 -- EQUIPMENT – NOT USED
2.12 DIVISION 12 -- FURNISHINGS – NOT USED
Heery Proj. No.1302615
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Municipal Parking Lot
Vail Valley Medical Center
000110 - 2 TABLE OF CONTENTS
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION – NOT USED
2.14 DIVISION 14 -- CONVEYING EQUIPMENT – NOT USED
2.15 DIVISION 21 -- FIRE SUPPRESSION – NOT USED
2.16 DIVISION 22 -- PLUMBING –NOT USED
2.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) – NOT USED
2.18 DIVISION 26 -- ELECTRICAL – NOT USED
2.19 DIVISION 27 -- COMMUNICATIONS – NOT USED
2.20 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY – NOT USED
2.21 DIVISION 31 -- EARTHWORK – See Drawings
2.22 DIVISION 32 -- EXTERIOR IMPROVEMENTS
A. 320190 - Tree and Shrub Preservation
B. 329000 - Fine Grading Soil Preparation
D. 329200 - Turf and Grasses
E. 329300 - Planting
F. 329350 - Landscape Maintenance
G. 329400 - Planting Accessories
2.23 DIVISION 33 -- UTILITIES –NOT USED
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
011000 - 1 SUMMARY
SECTION 011000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: Town of Vail, Municipal Parking Lot, Vail Valley Medical Center
B. Owner's Name: Town of Vail
C. Architect's Name: Heery International.
D. The Project consists of the reconstruction of the existing Municipal Parking lot to the east of the
TOV Community Development Building including moving the lot entry driveway off the Frontage
Road to the west, re-grading and new asphalt at the south portion of the lot, adding a new
sidewalk/stairs and retaining wall along the east and south facades of the Community
Development Building and providing new landscaping and restriping the lot.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Guaranteed Maximum Price.
B. Contractor to follow Town of Vail policies and procedures for General Conditions requirements.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Scope of alterations work is shown on drawings.
B. Owner will remove the following items before start of work:
1. All existing furniture, planters, and other non-built in items as desired for salvage or
reuse..
1.04 WORK BY OWNER
A. Items noted NIC (Not in Contract) will be supplied and installed by Owner.
1.05 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building and designated
portions of the existing parking lot during the entire construction period.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
1.06 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
B. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open
during construction period; provide temporary exit signs if exit routes are temporarily
altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
C. Utility Outages and Shutdown:
1. Prevent accidental disruption of utility services to other facilities.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
013000 - 1 ADMINISTRATIVE
REQUIREMENTS
SECTION 013000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
C. Site mobilization meeting.
D. Progress meetings.
E. Construction progress schedule.
F. Coordination drawings.
H. Submittals for review, information, and project closeout.
I. Number of copies of submittals.
J. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary: Project Description.
B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.
C. Section 017800 - Closeout Submittals: Project record documents.
1.03 PROJECT COORDINATION
A. Project Coordinator: Construction Manager.
B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices
and sheds, for vehicle and pedestrian access, traffic, and parking facilities.
C. During construction, coordinate use of site and facilities through the Project Coordinator.
D. Comply with Project Coordinator's procedures for intra-project communications; submittals,
reports and records, schedules, coordination drawings, and recommendations; and resolution
of ambiguities and conflicts.
E. Comply with instructions of the Project Coordinator for use of temporary utilities and
construction facilities.
F. Coordinate field engineering and layout work under instructions of the Project Coordinator.
G. Make the following types of submittals to Architect through the Project Coordinator:
1. Requests for interpretation.
2. Requests for substitution.
3. Shop drawings, product data, and samples.
4. Test and inspection reports.
5. Design data.
6. Applications for payment and change order requests.
8. Progress schedules.
9. Coordination drawings.
10. Correction Punch List and Final Correction Punch List for Substantial Completion.
11. Closeout submittals.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
Heery Proj. No.1302615
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Vail Valley Medical Center
013000 - 2 ADMINISTRATIVE
REQUIREMENTS
B. Attendance Required:
1. Owner.
2. Architect.
3. Contractor.
4. Primary Subcontractors.
C. Agenda:
1. Submission of list of Subcontractors, list of Products, schedule of values, and progress
schedule.
2. Designation of personnel representing the parties to Contract, Owner's representative and
Architect.
3. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.
4. Scheduling.
5. Scheduling activities of a Geotechnical Engineer.
D. Record minutes and distribute copies within three days after meeting to participants, with
copies to Architect, Owner, participants, and those affected by decisions made.
3.02 SITE MOBILIZATION MEETING
A. Owner will schedule a meeting at the Project site prior to Contractor occupancy.
B. Attendance Required:
1. Contractor.
2. Owner.
3. Architect.
4. Contractor's Superintendent.
5. Major Subcontractors.
C. Agenda:
1. Use of premises by Owner and Contractor.
2. Owner's requirements and partial occupancy prior to completion.
3. Construction facilities and controls provided by Owner.
4. Temporary utilities provided by Owner.
5. Survey and building layout.
6. Security and housekeeping procedures.
7. Schedules.
8. Application for payment procedures.
9. Procedures for testing.
10. Procedures for maintaining record documents.
11. Requirements for start-up of equipment.
12. Inspection and acceptance of equipment put into service during construction period.
D. Record minutes and distribute copies within three days after meeting to participants, with
copies to Architect, Owner, participants, and those affected by decisions made.
3.03 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum bi-weekly
intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner,
Architect, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
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013000 - 3 ADMINISTRATIVE
REQUIREMENTS
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Maintenance of quality and work standards.
10. Effect of proposed changes on progress schedule and coordination.
11. Other business relating to Work.
E. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Architect, Owner, participants, and those affected by decisions made.
3.04 CONSTRUCTION PROGRESS SCHEDULE
A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned
operations for the first 60 days of Work, with a general outline for remainder of Work.
B. Within 10 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.
1. Include written certification that major contractors have reviewed and accepted proposed
schedule.
D. Within 5 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
3.05 COORDINATION DRAWINGS
A. Provide information required by Project Coordinator for preparation of coordination drawings.
B. Review drawings prior to submission to Architect.
3.06 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Architect for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES
article below and for record documents purposes described in Section 017800 - Closeout
Submittals.
3.07 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be
taken.
Heery Proj. No.1302615
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Municipal Parking Lot
Vail Valley Medical Center
013000 - 4 ADMINISTRATIVE
REQUIREMENTS
3.08 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion.
3.09 NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up
file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B. Samples: Submit the number specified in individual specification sections; one of which will be
retained by Architect.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.10 SUBMITTAL PROCEDURES
A. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the
Contract Documents and coordinating related Work.
2. Generic, non-project specific information submitted as shop drawings do not meet the
requirements for shop drawings.
B. Transmit each submittal with a copy of approved submittal form.
C. Sequentially number the transmittal form. Revise submittals with original number and a
sequential alphabetic suffix.
D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number,
and specification section number, as appropriate on each copy.
E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of
Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract Documents.
F. Deliver submittals/samples to Architect at business address.
G. Schedule submittals to expedite the Project, and coordinate submission of related items.
H. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.
I. Identify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
J. Provide space for Contractor and Architect review stamps.
K. When revised for resubmission, identify all changes made since previous submission.
L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to
comply with requirements.
M. Submittals not requested will not be recognized or processed.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
014000 - 1 QUALITY REQUIREMENTS
SECTION 014000
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Quality assurance submittals.
B. Mock-ups.
C. Control of installation.
D. Tolerances.
E. Testing and inspection services.
F. Manufacturers' field services.
1.02 RELATED REQUIREMENTS
A. Section 013000 - Administrative Requirements: Submittal procedures.
B. Section 014216 - Definitions.
C. Section 014219 - Reference Standards.
D. Section 016000 - Product Requirements: Requirements for material and product quality.
1.03 REFERENCE STANDARDS
A. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates
for Use in Construction and Criteria for Laboratory Evaluation; 2014.
B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the
Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;
2012a.
C. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection,
Testing, or Special Inspection; 2014a.
D. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2013.
E. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.
1.04 SUBMITTALS
A. Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number, and names
of full time registered Engineer and responsible officer.
B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose
of assessing conformance with information given and the design concept expressed in the
contract documents, or for Owner's information.
C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and
to Contractor.
1. Test report submittals are for Architect's knowledge as contract administrator for the
limited purpose of assessing conformance with information given and the design concept
expressed in the contract documents, or for Owner's information.
D. Certificates: When specified in individual specification sections, submit certification by the
manufacturer and Contractor or installation/application subcontractor to Architect, in quantities
specified for Product Data.
1. Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
2. Certificates may be recent or previous test results on material or product, but must be
acceptable to Architect.
Heery Proj. No.1302615
Town of Vail
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Vail Valley Medical Center
014000 - 2 QUALITY REQUIREMENTS
E. Manufacturer's Instructions: When specified in individual specification sections, submit printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the
Owner's information. Indicate special procedures, perimeter conditions requiring special
attention, and special environmental criteria required for application or installation.
F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or
for Owner.
1. Submit for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the contract documents.
1.05 REFERENCES AND STANDARDS - SEE SECTION 014219
1.06 TESTING AND INSPECTION AGENCIES
A. As indicated in individual specification sections, Owner or Contractor shall employ and pay for
services of an independent testing agency to perform specified testing and inspection.
B. Employment of agency in no way relieves Contractor of obligation to perform Work in
accordance with requirements of Contract Documents.
C. Contractor Employed Agency:
1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021,
ASTM C1077, ASTM C1093, and ASTM D3740.
2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.
3. Laboratory: Authorized to operate in the State in which the Project is located.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Have Work performed by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, and disfigurement.
3.02 MOCK-UPS
A. Tests shall be performed under provisions identified in this section and identified in the
respective product specification sections.
B. Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
C. Accepted mock-ups shall be a comparison standard for the remaining Work.
D. Where mock-up has been accepted by Architect and is specified in product specification
sections to be removed, protect mock-up throughout construction, remove mock-up and clear
area when directed to do so by Architect.
Heery Proj. No.1302615
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014000 - 3 QUALITY REQUIREMENTS
E. Mock-up #1 South face of retaining wall at south side of Community Development Building for
stucco mockup for texture, color and material installation on concrete.
F. Mock-ups listed above shall remain until end of project and then be removed. Materials may not
be reused or installed as part of completed project.
3.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in place.
3.04 TESTING AND INSPECTION
A. See individual specification sections for testing and inspection required.
B. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2. Perform specified sampling and testing of products in accordance with specified
standards.
3. Ascertain compliance of materials and mixes with requirements of Contract Documents.
4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of
Work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
D. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials proposed to be
used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to be
tested/inspected.
c. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring
testing/inspection services.
5. Employ services of an independent qualified testing laboratory and pay for additional
samples, tests, and inspections required by Contractor beyond specified requirements.
6. Arrange with Owner's agency and pay for additional samples, tests, and inspections
required by Contractor beyond specified requirements.
E. Re-testing required because of non-conformance to specified requirements shall be performed
by the same agency on instructions by Architect.
F. Re-testing required because of non-conformance to specified requirements shall be paid for by
Contractor.
Heery Proj. No.1302615
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014000 - 4 QUALITY REQUIREMENTS
3.05 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements.
B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will
direct an appropriate remedy or adjust payment.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
014100 - 1 REGULATORY REQUIREMENTS
SECTION 014100
REGULATORY REQUIREMENTS
PART 1 GENERAL
1.01 SUMMARY
A. Regulatory requirements applicable to this project are the following:
B. 28 CFR 35 - Department of Justice accessibility regulations relating to State and local
governments; current edition.
C. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and
Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines; current edition.
D. 29 CFR 1910 - Occupational Safety and Health Standards; current edition; as a work place.
E. NFPA 101 - Life Safety Code, 2012.
F. ICC (IBC) - ICC International Building Code, 2012.
G. NFPA 70 - National Electrical Code; Most recent edition adopted by Authority Having
Jurisdiction, including all applicable Amendments and Supplements.
H. ICC (IEC) - ICC International Electrical Code, 2012.
1.02 RELATED REQUIREMENTS
A. Section 014000 - Quality Requirements.
1.03 QUALITY ASSURANCE
A. Designer Qualifications: Where delegated engineering design is to be performed under the
construction contract provide the direct supervision of a Professional Engineer experienced in
design of this type of work and licensed in the State in which the Project is located.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
Heery Proj. No. 1302615
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014216 - 1 DEFINITIONS
SECTION 014216
DEFINITIONS
PART 1 GENERAL
1.01 SUMMARY
A. This section supplements the definitions contained in the General Conditions.
B. Other definitions are included in individual specification sections.
1.02 DEFINITIONS
A. Furnish: To supply, deliver, unload, and inspect for damage.
B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make
ready for use.
C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work
result. Not materials or equipment used for preparation, fabrication, conveying, or erection and
not incorporated into the work result. Products may be new, never before used, or re-used
materials or equipment.
D. Project Manual: The book-sized volume that includes the procurement requirements (if any),
the contracting requirements, and the specifications.
E. Provide: To furnish and install.
F. Supply: Same as Furnish.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
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014219 - 1 REFERENCE STANDARDS
SECTION 014219
REFERENCE STANDARDS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Requirements relating to referenced standards.
B. Reference standards full title and edition date.
1.02 RELATED REQUIREMENTS
A. Document - General Conditions: Reference standards.
1.03 QUALITY ASSURANCE
A. For products or workmanship specified by reference to a document or documents not included
in the Project Manual, also referred to as reference standards, comply with requirements of the
standard, except when more rigid requirements are specified or are required by applicable
codes.
B. Should specified reference standards conflict with Contract Documents, request clarification
from the Architect before proceeding.
C. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor
those of the Architect shall be altered by the Contract Documents by mention or inference
otherwise in any reference document.
PART 2 CONSTRUCTION INDUSTRY ORGANIZATION DOCUMENTS
2.01 ACI -- AMERICAN CONCRETE INSTITUTE INTERNATIONAL
A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials;
2010.
B. ACI 211.2 - Standard Practice for Selecting Proportions for Structural Lightweight Concrete;
1998 (Reapproved 2004).
C. ACI 303R - Guide to Cast-in-Place Architectural Concrete Practice; 2012.
D. ACI 305R - Hot Weather Concreting; 2010.
E. ACI 306R - Cold Weather Concreting; 2010.
F. ACI 308R - Guide to Curing Concrete; 2001 (Reapproved 2008).
2.02 AIA -- THE AMERICAN INSTITUTE OF ARCHITECTS
2.03 AISC -- AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
2.04 ANSI -- AMERICAN NATIONAL STANDARDS INSTITUTE
2.05 ASTM A SERIES -- ASTM INTERNATIONAL
A. ASTM A1 - Standard Specification for Carbon Steel Tee Rails; 2000 (Reapproved 2010).
2.06 NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
A. NEMA WD 1 - General Color Requirements for Wiring Devices; 1999 (R 2010).
2.07 NFPA -- NATIONAL FIRE PROTECTION ASSOCIATION
A. NFPA 101 - Life Safety Code; 2012.
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014219 - 2 REFERENCE STANDARDS
PART 3 UNITED STATES GOVERNMENT AND RELATED AGENCIES DOCUMENTS
3.01 CFR -- CODE OF FEDERAL REGULATIONS
A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
B. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and
Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines; current edition.
END OF SECTION
Heery Proj. No. 1302615
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Municipal Parking Lot
Vail Valley Medical Center
014533 - 1 CODE-REQUIRED SPECIAL
INSPECTIONS
SECTION 014533
CODE-REQUIRED SPECIAL INSPECTIONS
PART 1 GENERAL -
1.01 SECTION INCLUDES
A. Code-required special inspections.
B. Testing services incidental to special inspections.
C. Submittals.
D. Manufacturers' field services.
E. Fabricators' field services.
1.02 RELATED REQUIREMENTS
A. Document 007200 - General Conditions: Inspections and approvals required by public
authorities.
B. Section 013000 - Administrative Requirements: Submittal procedures.
C. Section 014000 - Quality Requirements.
D. Section 014219 - Reference Standards.
E. Section 016000 - Product Requirements: Requirements for material and product quality.
1.03 DEFINITIONS
A. Code or Building Code: 2012 Edition of the International Building Code and, more specifically,
Chapter 17 - Structural Tests and Inspections, of same.
B. Authority Having Jurisdiction (AHJ): Agency or individual officially empowered to enforce the
building, fire and life safety code requirements of the permitting jurisdiction in which the Project
is located.
C. Special Inspection:
1. Special inspections are inspections and testing of materials, installation, fabrication,
erection or placement of components and connections mandated by the AHJ that also
require special expertise to ensure compliance with the approved contract documents and
the referenced standards.
2. Special inspections are separate from and independent of tests and inspections
conducted by Owner or Contractor for the purposes of quality assurance and contract
administration.
1.04 REFERENCE STANDARDS
A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.
B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the
Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;
2012a.
D. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection,
Testing, or Special Inspection; 2014a.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Special Inspection Agency Qualifications: Prior to the start of work, the Special Inspection
Agency shall:
1. Submit agency name, address, and telephone number, names of full time registered
Engineer and responsible officer.
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2. Submit copy of report of laboratory facilities inspection made by NIST Construction
Materials Reference Laboratory during most recent inspection, with memorandum of
remedies of any deficiencies reported by the inspection.
3. Submit certification that Special Inspection Agency is acceptable to AHJ.
C. Testing Agency Qualifications: Prior to the start of work, the Testing Agency shall:
1. Submit agency name, address, and telephone number, and names of full time registered
Engineer and responsible officer.
2. Submit copy of report of laboratory facilities inspection made by NIST Construction
Materials Reference Laboratory during most recent inspection, with memorandum of
remedies of any deficiencies reported by the inspection.
3. Submit certification that Testing Agency is acceptable to AHJ.
D. Special Inspection Reports: After each special inspection, Special Inspector shall promptly
submit two copies of report; one to Architect and one to the AHJ.
1. Include:
a. Date issued.
b. Project title and number.
c. Name of Special Inspector.
d. Date and time of special inspection.
e. Identification of product and specifications section.
f. Location in the Project.
g. Type of special inspection.
h. Date of special inspection.
i. Results of special inspection.
j. Conformance with Contract Documents.
F. Test Reports: After each test or inspection, promptly submit two copies of report; one to
Architect and one to AHJ.
1.06 SPECIAL INSPECTION AGENCY
A. Owner or Architect will employ services of a Special Inspection Agency to perform inspections
and associated testing and sampling in accordance with ASTM E329 and required by the
building code.
B. Employment of agency in no way relieves Contractor of obligation to perform work in
accordance with requirements of Contract Documents.
1.07 TESTING AND INSPECTION AGENCIES
1.08 QUALITY ASSURANCE
A. Special Inspection Agency Qualifications:
1. Independent firm specializing in performing testing and inspections of the type specified in
this section.
B. Testing Agency Qualifications:
1. Independent firm specializing in performing testing and inspections of the type specified in
this section.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 SPECIAL INSPECTIONS FOR STEEL CONSTRUCTION
A. Reinforcing Steel: Verify items listed below comply with AWS D1.4 and ACI 318, Section 3.5.2.
a. Verification of weldability; periodic.
b. Reinforcing steel resisting flexural and axial forces in intermediate and special
moment frames as well as boundary elements of special structural walls of concrete
and shear reinforcement; continuous.
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c. Shear reinforcement; continuous.
d. Other reinforcing steel; periodic.
3.02 SPECIAL INSPECTIONS FOR CONCRETE CONSTRUCTION
A. Reinforcing Steel and Placement: Verify compliance with approved contract documents and
ACI 318, 3.5 and 7.1 through 7.7; periodic.
B. Reinforcing Steel Welding: Verify compliance with AWS D1.4 and ACI 318, 3.5.2; periodic.
C. Design Mix: Verify plastic concrete complies with the design mix in approved contract
documents and with ACI 318, Chapter 4 and 5.2; periodic.
D. Specified Curing Temperature and Techniques: Verify compliance with approved contract
documents and ACI 318, 5.11 through 5.13; periodic.
E. Concrete Strength in Situ: Verify concrete strength complies with approved contract documents
and ACI 318, 6.2, for the following.
F. Formwork Shape, Location and Dimensions: Verify compliance with approved contract
documents and ACI 318, 6.1.1; periodic.
3.03 SPECIAL INSPECTIONS FOR SOILS
A. Materials and Placement: Verify each item below complies with approved construction
documents and approved geotechnical report.
1. Design bearing capacity of material below shallow foundations; periodic.
2. Design depth of excavations and suitability of material at bottom of excavations; periodic.
3. Materials, densities, lift thicknesses; placement and compaction of backfill: continuous.
4. Subgrade, prior to placement of compacted fill; periodic.
B. Testing: Classify and test excavated material; periodic.
3.04 OTHER SPECIAL INSPECTIONS
A. Provide for special inspection of work that, in the opinion of the AHJ, is unusual in nature.
B. For the purposes of this section, work unusual in nature includes, but is not limited to:
1. Construction materials and systems that are alternatives to materials and systems
prescribed by the building code.
2. Unusual design applications of materials described in the building code.
3. Materials and systems required to be installed in accordance with the manufacturer's
instructions when said instructions prescribe requirements not included in the building
code or in standards referenced by the building code.
3.07 SPECIAL INSPECTION AGENCY DUTIES AND RESPONSIBILITIES
A. Special Inspection Agency shall:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2. Perform specified sampling and testing of products in accordance with specified reference
standards.
3. Ascertain compliance of materials and products with requirements of Contract Documents.
4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of
work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests or inspections specified.
B. Re-testing required because of non-conformance to specified requirements shall be performed
by the same agency on instructions by Architect.
C. Re-testing required because of non-conformance to specified requirements shall be paid for by
Contractor.
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3.08 TESTING AGENCY DUTIES AND RESPONSIBILITIES
A. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
2. Perform specified sampling and testing of products in accordance with specified
standards.
3. Ascertain compliance of materials and mixes with requirements of Contract Documents.
4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of
work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests or inspections specified.
B. Limits on Testing or Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the work.
C. Re-testing required because of non-conformance to specified requirements shall be performed
by the same agency on instructions by Architect.
D. Re-testing required because of non-conformance to specified requirements shall be paid for by
Contractor.
3.09 CONTRACTOR DUTIES AND RESPONSIBILITIES
A. Contractor Responsibilities, General:
1. Deliver to agency at designated location, adequate samples of materials for special
inspections that require material verification.
2. Cooperate with agency and laboratory personnel; provide access to the work, to
manufacturers' facilities, and to fabricators' facilities.
3. Provide incidental labor and facilities:
a. To provide access to work to be tested or inspected.
b. To obtain and handle samples at the site or at source of Products to be tested or
inspected.
c. To facilitate tests or inspections.
d. To provide storage and curing of test samples.
4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring
testing or inspection services.
5. Arrange with Owner's agency and pay for additional samples, tests, and inspections
required by Contractor beyond specified requirements.
3.10 MANUFACTURERS' AND FABRICATORS' FIELD SERVICES
A. When specified in individual specification sections, require material suppliers, assembly
fabricators, or product manufacturers to provide qualified staff personnel to observe site
conditions, conditions of surfaces and installation, quality of workmanship, start-up of
equipment, to test, adjust, and balance equipment as applicable, and to initiate instructions
when necessary.
B. Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers' written instructions.
END OF SECTION
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015000 - 1 TEMPORARY FACILITIES AND
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SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
H. Field offices.
1.02 RELATED REQUIREMENTS
A. Section 015813 - Temporary Project Signage.
1.03 TEMPORARY UTILITIES
A. Owner will provide the following:
1. Electrical power, consisting of connection to existing facilities.
2. Water supply, consisting of connection to existing facilities.
B. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.04 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project
mobilization.
B. Telecommunications services shall include:
1.05 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Use of existing facilities is not permitted.
C. Maintain daily in clean and sanitary condition.
1.06 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas
that could be hazardous to workers or the public, to allow for owner's use of site and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.
B. Provide barricades and covered walkways required by governing authorities for public rights-of-
way and for public access to existing building.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.07 FENCING
A. Construction: Commercial grade chain link fence.
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B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates
with locks.
1.08 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.09 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities,
and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets.
E. Provide temporary parking areas to accommodate construction personnel. When site space is
not adequate, provide additional off-site parking.
1.10 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and
orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable
non-combustible containers; locate containers holding flammable material outside the structure
unless otherwise approved by the authorities having jurisdiction.
D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers
with lids.
1.11 FIELD OFFICES
A. Office: Use existing offsite field office, provide with the following: Weathertight, with lighting,
electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack
and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 12 persons.
1.12 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion
inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore existing facilities used during construction to original condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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016000 - 1 PRODUCT REQUIREMENTS
SECTION 016000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Re-use of existing products.
C. Transportation, handling, storage and protection.
D. Product option requirements.
E. Substitution limitations and procedures.
F. Procedures for Owner-supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary -: Lists of products to be removed from existing building.
B. Section 014000 - Quality Requirements: Product quality monitoring.
1.03 REFERENCE STANDARDS
A. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition
Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and
Supplements.
1.04 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers'
standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. Do not use materials and equipment removed from existing premises unless specifically
required or permitted by the Contract Documents.
B. Unforeseen historic items encountered remain the property of the Owner; notify Owner
promptly upon discovery; protect, remove, handle, and store as directed by Owner.
C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,
reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the
Owner, become the property of the Contractor; remove from site.
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
B. DO NOT USE products having any of the following characteristics:
1. Made using or containing CFC's or HCFC's.
2. Made of wood from newly cut old growth timber.
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3. Containing lead, cadmium, asbestos.
C. Where all other criteria are met, Contractor shall give preference to products that:
1. Are extracted, harvested, and/or manufactured closer to the location of the project.
2. Have longer documented life span under normal use.
3. Result in less construction waste.
4. Are made of recycled materials.
5. If made of wood, are made of sustainably harvested wood, wood chips, or wood fiber.
6. Have a published GreenScreen Chemical Hazard Analysis.
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during
the bidding period. Comply with requirements specified in this section.
B. Architect will consider requests for substitutions only within 15 days after date of Agreement.
C. Substitutions may be considered when a product becomes unavailable through no fault of the
Contractor.
D. Document each request with complete data substantiating compliance of proposed substitution
with Contract Documents.
E. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality
level of the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other Work that may be required for the
Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become
apparent.
5. Will reimburse Owner and Architect for review or redesign services associated with re-
approval by authorities.
F. Substitutions will not be considered when they are indicated or implied on shop drawing or
product data submittals, without separate written request, or when acceptance will require
revision to the Contract Documents.
G. Substitution Submittal Procedure:
1. Submit 2 copies of request for substitution for consideration. Limit each request to one
proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed
product equivalence. Burden of proof is on proposer.
3. The Architect will notify Contractor in writing of decision to accept or reject request.
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3.02 OWNER-SUPPLIED PRODUCTS
A. See Section 011000 - Summary for identification of Owner-supplied products.
B. Owner's Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to
Contractor.
2. Arrange and pay for product delivery to site.
3. On delivery, inspect products jointly with Contractor.
4. Submit claims for transportation damage and replace damaged, defective, or deficient
items.
5. Arrange for manufacturers' warranties, inspections, and service.
C. Contractor's Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage jointly with
Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
D. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
E. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.04 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Provide bonded off-site storage and protection when site does not permit on-site storage or
protection.
G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
H. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with
foreign matter.
I. Prevent contact with material that may cause corrosion, discoloration, or staining.
J. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
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K. Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.
END OF SECTION
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017000 - 1 EXECUTION AND CLOSEOUT
REQUIREMENTS
SECTION 017000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Requirements for alterations work, including selective demolition, except removal, disposal,
and/or remediation of hazardous materials and toxic substances.
C. Pre-installation meetings.
D. Cutting and patching.
E. Surveying for laying out the work.
F. Cleaning and protection.
G. Starting of systems and equipment.
H. Demonstration and instruction of Owner personnel.
I. Closeout procedures, including Contractor's Correction Punch List, except payment
procedures.
J. General requirements for maintenance service.
1.02 RELATED REQUIREMENTS
A. Section 011000 - Summary: Limitations on working in existing building; continued occupancy;
work sequence; identification of salvaged and relocated materials.
B. Section 013000 - Administrative Requirements: Submittals procedures, Electronic document
submittal service.
C. Section 014000 - Quality Requirements: Testing and inspection procedures.
D. Section 015713 - Temporary Erosion and Sediment Control: Additional erosion and
sedimentation control requirements.
G. Section 017800 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.
H. Section 024100 - Demolition: Demolition and parts thereof; site utility demolition.
1.03 REFERENCE STANDARDS
A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;
2013.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey
work.
1. On request, submit documentation verifying accuracy of survey work.
2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and
locations of the work are in conformance with Contract Documents.
3. Submit surveys and survey logs for the project record.
C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.
1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and
construction of barricades and fences. Include design drawings and calculations for
bracing and shoring.
2. Identify demolition firm and submit qualifications.
3. Include a summary of safety procedures.
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017000 - 2 EXECUTION AND CLOSEOUT
REQUIREMENTS
D. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
6. Include in request:
a. Identification of Project.
b. Location and description of affected work.
c. Necessity for cutting or alteration.
d. Description of proposed work and products to be used.
e. Effect on work of Owner or separate Contractor.
f. Written permission of affected separate Contractor.
g. Date and time work will be executed.
E. Project Record Documents: Accurately record actual locations of capped and active utilities.
1.05 QUALIFICATIONS
A. For survey work, employ a land surveyor registered in the State in which the Project is located
and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance
coverage in the form of an Insurance Certificate.
B. For design of temporary shoring and bracing, employ a Professional Engineer experienced in
design of this type of work and licensed in the State in which the Project is located.
1.06 PROJECT CONDITIONS
A. Use of explosives is not permitted.
B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping
equipment.
C. Protect site from puddling or running water. Provide water barriers as required to protect site
from soil erosion.
D. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
E. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over
adjacent property.
1. Provide dust-proof barriers between construction areas and areas continuing to be
occupied by Owner.
F. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage
from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.
1. Minimize amount of bare soil exposed at one time.
2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow.
3. Construct fill and waste areas by selective placement to avoid erosive surface silts or
clays.
4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly
apply corrective measures.
G. Noise Control: Provide methods, means, and facilities to minimize noise produced by
construction operations.
1. At All Times: Excessively noisy tools and operations will not be tolerated inside the
building at any time of day; excessively noisy includes jackhammers.
H. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil,
water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced
by construction operations. Comply with federal, state, and local regulations.
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1.07 COORDINATION
A. See Section 011000 for occupancy-related requirements.
B. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements,
with provisions for accommodating items installed later.
C. Notify affected utility companies and comply with their requirements.
D. Verify that utility requirements and characteristics of new operating equipment are compatible
with building utilities. Coordinate work of various sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
E. Coordinate space requirements, supports, and installation of mechanical and electrical work
that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and
conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces
efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
F. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
G. Coordinate completion and clean-up of work of separate sections.
H. After Owner occupancy of premises, coordinate access to site for correction of defective work
and work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 016000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work being
applied or attached.
C. Examine and verify specific conditions described in individual specification sections.
D. Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
E. Verify that utility services are available, of the correct characteristics, and in the correct
locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
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017000 - 4 EXECUTION AND CLOSEOUT
REQUIREMENTS
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site
prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify Architect four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Architect, Owner, participants, and those affected by decisions made.
3.04 LAYING OUT THE WORK
A. Verify locations of survey control points prior to starting work.
B. Promptly notify Architect of any discrepancies discovered.
C. Protect survey control points prior to starting site work; preserve permanent reference points
during construction.
D. Promptly report to Architect the loss or destruction of any reference point or relocation required
because of changes in grades or other reasons.
E. Replace dislocated survey control points based on original survey control. Make no changes
without prior written notice to Architect.
F. Utilize recognized engineering survey practices.
G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar
appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil placement;
utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, ground floor elevations.
H. Periodically verify layouts by same means.
I. Maintain a complete and accurate log of control and survey work as it progresses.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's
instructions and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and
horizontal lines, unless otherwise indicated.
D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.
E. Make neat transitions between different surfaces, maintaining texture and appearance.
3.06 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1. Verify that construction and utility arrangements are as shown.
2. Report discrepancies to Architect before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
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REQUIREMENTS
B. Keep areas in which alterations are being conducted separated from other areas that are still
occupied.
1. Provide, erect, and maintain temporary dustproof partitions of construction specified in
Section 015000 in locations indicated on drawings.
C. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch,
and prepare existing surfaces as required to receive new finish; remove existing finish if
necessary for successful application of new finish.
4. Where new surface finishes are not specified or indicated, patch holes and damaged
surfaces to match adjacent finished surfaces as closely as possible.
D. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
F. Adapt existing work to fit new work: Make as neat and smooth transition as possible.
1. When existing finished surfaces are cut so that a smooth transition with new work is not
possible, terminate existing surface along a straight line at a natural line of division and
make recommendation to Architect.
2. Where removal of partitions or walls results in adjacent spaces becoming one, rework
floors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads.
G. Patching: Where the existing surface is not indicated to be refinished, patch to match the
surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch
so that the substrate is ready for the new finish.
H. Remove demolition debris and abandoned items from alterations areas and dispose of off-site;
do not burn or bury.
K. Do not begin new construction in alterations areas before demolition is complete.
L. Comply with all other applicable requirements of this section.
3.07 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non-conforming work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
E. Employ original installer to perform cutting for weather exposed and moisture resistant
elements, and sight exposed surfaces.
F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
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REQUIREMENTS
G. Restore work with new products in accordance with requirements of Contract Documents.
H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids
with fire rated material in accordance with Section 078400, to full thickness of the penetrated
element.
J. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On continuous
surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire
unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of substrate, repair
substrate prior to repairing finish.
3.08 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed
or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning
to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and
dispose off-site; do not burn or bury.
3.09 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement
of heavy objects, by protecting with durable sheet materials.
3.10 FINAL CLEANING
A. Clean site; sweep paved areas, rake clean landscaped surfaces.
H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;
dispose of in legal manner; do not burn or bury.
3.11 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for
completion or correction in the Contractor's Correction Punch List for Contractor's Notice of
Substantial Completion.
C. Notify Architect when work is considered ready for Architect's Substantial Completion
inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract
Documents have been reviewed, work has been inspected, and that work is complete in
accordance with Contract Documents and ready for Architect's Substantial Completion
inspection.
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REQUIREMENTS
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing
Architect's and Contractor's comprehensive list of items identified to be completed or corrected
and submit to Architect.
F. Correct items of work listed in Final Correction Punch List and comply with requirements for
access to Owner-occupied areas.
G. Notify Architect when work is considered finally complete and ready for Architect's Substantial
Completion final inspection.
H. Complete items of work determined by Architect listed in executed Certificate of Substantial
Completion.
3.12 MAINTENANCE
A. Provide service and maintenance of components indicated in specification sections.
B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one
year from the Date of Substantial Completion or the length of the specified warranty, whichever
is longer.
C. Examine system components at a frequency consistent with reliable operation. Clean, adjust,
and lubricate as required.
D. Include systematic examination, adjustment, and lubrication of components. Repair or replace
parts whenever required. Use parts produced by the manufacturer of the original component.
E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without
prior written consent of the Owner.
END OF SECTION
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017800 - 1 CLOSEOUT SUBMITTALS
SECTION 017800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 013000 - Administrative Requirements: Submittals procedures, shop drawings, product
data, and samples.
B. Section 017000 - Execution and Closeout Requirements: Contract closeout procedures.
C. Individual Product Sections: Specific requirements for operation and maintenance data.
D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect with claim for final Application for
Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents before
start of Work. Architect will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will
be reviewed and returned after final inspection, with Architect comments. Revise content
of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after final
inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of acceptance as the
beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Addenda.
3. Change Orders and other modifications to the Contract.
4. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
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E. Record Drawings: Legibly mark each item to record actual construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and
data applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions
for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES
A. For Each Product, Applied Material, and Finish:
B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents
and methods, precautions against detrimental cleaning agents and methods, and
recommended schedule for cleaning and maintenance.
C. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use,
with data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.
C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related
consistent groupings.
D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
E. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Architect, Consultants, Contractor and subcontractors, with names of responsible parties.
F. Tables of Contents: List every item separated by a divider, using the same identification as on
the divider tab; where multiple volumes are required, include all volumes Tables of Contents in
each volume, with the current volume clearly identified.
G. Dividers: Provide tabbed dividers for each separate product and system; identify the contents
on the divider tab; immediately following the divider tab include a description of product and
major component parts of equipment.
H. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.
I. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
J. Arrangement of Contents: Organize each volume in parts as follows:
1. Project Directory.
2. Table of Contents, of all volumes, and of this volume.
3. Operation and Maintenance Data: Arranged by system, then by product category.
a. Source data.
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b. Product data, shop drawings, and other submittals.
c. Operation and maintenance data.
d. Field quality control data.
e. Photocopies of warranties and bonds.
3.06 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,
and manufacturers, within 10 days after completion of the applicable item of work. Except for
items put into use with Owner's permission, leave date of beginning of time of warranty until the
Date of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
E. Manual: Bind in commercial quality 8-1/2 by 11 inch three D side ring binders with durable
plastic covers.
F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of
Project; name, address and telephone number of Contractor and equipment supplier; and
name of responsible company principal.
G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project
Manual, with each item identified with the number and title of the specification section in which
specified, and the name of product or work item.
H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing.
Provide full information, using separate typed sheets as necessary. List Subcontractor,
supplier, and manufacturer, with name, address, and telephone number of responsible
principal.
END OF SECTION
Heery Proj. No. 1302615
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055213 - 1 PIPE AND TUBE RAILINGS
SECTION 055213
PIPE AND TUBE RAILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Stair railings at stairs and landings.
1.02 RELATED REQUIREMENTS
A. Section 099000 - Painting and Coating: Paint finish.
1.03 REFERENCE STANDARDS
A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless; 2012.
C. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon
Steel Structural Tubing in Rounds and Shapes; 2013.
D. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails for
Buildings; 2000 (Reapproved 2006).
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of
fasteners, and accessories.
PART 2 PRODUCTS
2.01 RAILINGS - GENERAL REQUIREMENTS
A. Design, fabricate, and test railing assemblies in accordance with the most stringent
requirements of ASTM E985 and applicable local code.
B. Allow for expansion and contraction of members and building movement without damage to
connections or members.
C. Dimensions: See drawings for configurations and heights.
1. Top Rails and Wall Rails: 1-1/2 inches diameter, round.
2. Intermediate Rails: 1-1/2 inches diameter, round.
3. Posts: 1-1/2 inches diameter, round.
D. Provide anchors and other components as required to attach to structure, made of same
materials as railing components unless otherwise indicated; where exposed fasteners are
unavoidable provide flush countersunk fasteners.
E. Provide slip-on non-weld mechanical fittings to join lengths, seal open ends, and conceal
exposed mounting bolts and nuts, including but not limited to elbows, T-shapes, splice
connectors, flanges, escutcheons, and wall brackets.
2.02 STEEL RAILING SYSTEM
A. Steel Tube: ASTM A500/A500M, Grade B cold-formed structural tubing.
B. Steel Pipe: ASTM A 53/A 53M, Grade B Schedule 40, galvanized finish
C. Welding Fittings: Factory- or shop-welded from matching pipe or tube; seams continuously
welded; joints and seams ground smooth.
D. Exposed Fasteners: No exposed bolts or screws.
E. Galvanizing: In accordance with requirements of ASTM A123/A123M.
1. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic
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055213 - 2 PIPE AND TUBE RAILINGS
2.03 FABRICATION
A. Accurately form components to suit specific project conditions and for proper connection to
building structure.
B. Fit and shop assemble components in largest practical sizes for delivery to site.
C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to
accommodate site assembly and installation.
D. Welded Joints:
1. Exterior Components: Continuously seal joined pieces by continuous welds. Drill
condensate drainage holes at bottom of members at locations that will not encourage
water intrusion.
2. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints
butt tight, flush, and hairline. Ease exposed edges to small uniform radius.
2.4 STEEL FINISHES
A. Galvanized Railings:
1. Hot-dip galvanize exterior steel railings, including hardware, after fabrication.
2. Comply with ASTM A 123/A 123M for hot-dip galvanized railings.
3. Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.
B. For galvanized railings, provide hot-dip galvanized fittings, brackets, fasteners, sleeves and
other ferrous components.
D. After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and
treat with metallic-phosphate process.
E. Shop Prime Galvanized Steel Railings: Zinc-dust, zinc-oxide primer formulated for priming
zinc-coated steel and for compatibility with finish paint systems indicated, and complying with
SSPC-Paint 5.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
3.02 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.
B. Supply items required to be cast into concrete or embedded in masonry with setting templates,
for installation as work of other sections.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight
joints.
C. Install railings in compliance with ADA Standards for accessible design at applicable locations.
D. Anchor railings securely to grouted pipe sleeves with full continuous welds.
3.04 TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per floor level, non-cumulative.
B. Maximum Offset From True Alignment: 1/4 inch.
C. Maximum Out-of-Position: 1/4 inch.
END OF SECTION
Heery Proj. No. 1302615
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079005 - 1 JOINT SEALERS
SECTION 079005
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sealants and joint backing.
1.02 RELATED REQUIREMENTS
A. Section 092400 – Portland Cement Plastering
1.03 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.
B. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria,
substrate preparation, limitations, and color availability.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in
this section with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the work of this section with
minimum three years documented experience and approved by manufacturer.
1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation.
1.09 WARRANTY
A. See Section 017800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which exhibit loss of
adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 SEALANTS
A. Sealants and Primers - General: Provide products for appropriate locations as indicated on
drawings.
B. Type 1 - General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25
minimum; Uses M, G, and A; single component.
1. Color: Match adjacent finished surfaces.
2. Applications: Use for:
a. Control, expansion, and soft joints in stucco and concrete.
b. Joints between concrete and other materials.
c. Other exterior joints for which no other sealant is indicated.
3. Polyurethane Products:
Heery Proj. No.1302615
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079005 - 2 JOINT SEALERS
a. Bostik Inc: www.bostik-us.com.
b. Pecora Corporation; DynaTrol I-XL General Purpose One Part Polyurethane Sealant:
www.pecora.com.
c. The QUIKRETE Companies; QUIKRETE® Polyurethane Non-Sag Sealant:
www.quikrete.com.
d. BASF Construction Chemicals-Building Systems; www.buildingsystems.basf.com.
e. Sherwin-Williams Company; Stampede-1/-TX Polyurethane Sealant:
www.sherwin-williams.com.
f. Sika Corporation; Sikaflex-1a: www.usa-sika.com.
g. Substitutions: See Section 016000 - Product Requirements.
C. Type 2 - Concrete Paving Joint Sealant: Polyurethane, self-leveling; ASTM C920, Class 25,
Uses T, I, M and A; single component.
1. Color: Gray.
2. Applications: Use for:
a. Joints in sidewalks and vehicular paving.
3. Products:
a. Bostik Inc; www.bostik-us.com.
b. Pecora Corporation; NR-201 Self-Leveling Traffic and Loop Sealant:
www.pecora.com.
c. BASF Construction Chemicals-Building Systems; www.buildingsystems.basf.com.
d. Substitutions: See Section 016000 - Product Requirements.
2.02 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC;
oversized 30 to 50 percent larger than joint width.
D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit
application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Protect elements surrounding the work of this section from damage or disfigurement.
E. Exposed Concrete Floor Joints: Test joint filler in inconspicuous area of floor slab. Verify
specified product does not stain or discolor slab.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Perform acoustical sealant application work in accordance with ASTM C919.
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079005 - 3 JOINT SEALERS
D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where specific
dimensions are indicated.
E. Install bond breaker where joint backing is not used.
F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
G. Apply sealant within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.
H. Tool joints concave.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
END OF SECTION
Heery Proj. No. 1302604
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092236.23 - 1 METAL LATH
SECTION 092236.23
METAL LATH
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Metal lath for Portland cement plaster.
B. Furring for metal lath.
1.02 RELATED REQUIREMENTS
A. Section 092400 - Portland Cement Plastering.
1.03 REFERENCE STANDARDS
A. ASTM C847 - Standard Specification for Metal Lath; 2012.
B. ASTM C1063 - Standard Specification for Installation of Lathing and Furring to Receive Interior
and Exterior Portland Cement-Based Plaster; 2014b.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on furring and lathing components, structural characteristics,
material limitations, and finish.
C. Samples:
1. Submit two samples, 6 x 6 inch in size illustrating lath material and finish.
2. Submit two samples, 6 x 6 inch in size illustrating control joint materials and finish.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this section a minimum
3 years documented experience.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Metal Lath:
1. Cemco; www.cemcosteel.com.
2. Clarkwestern Dietrich Building Systems LLC; www.clarkdietrich.com.
3. Substitutions: See Section 016000 - Product Requirements.
2.02 LATH
A. Diamond Mesh Metal Lath: ASTM C847, galvanized; self-furring.
1. Weight: To suit application, comply with deflection criteria, and as specified in ASTM C841
for framing spacing.
2. Weight: 2.5 lb/sq yd.
B. Beads, Screeds, Joint Accessories, and Other Trim: Depth governed by plaster thickness,
maximum possible lengths.
1. Material: Formed galvanized sheet steel, expanded metal flanges.
2. Casing Beads: Square edges.
3. Corner Beads: Radiused corners.
4. Base Screeds: Beveled edges.
5. Expansion Joints: Accordion profile with factory-installed protective tape, 1 inch wide
flanges.
6. Control Joints: Accordion profile with protective tape, 1 inch flanges.
Heery Proj. No.1302615
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Municipal Parking Lot
Vail Valley Medical Center
092236.23 - 2 METAL LATH
2.03 ACCESSORIES
A. Anchorage: Tie wire, nails, and other metal supports, of type and size to suit application; to
rigidly secure materials in place, galvanized. Anchorage at Thermax insulation system to meet
insulation manufacturer's requirements for type, size and spacing.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that substrates are ready to receive work and conditions are suitable for application.
C. Do not begin until unacceptable conditions have been corrected.
D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
3.02 INSTALLATION - GENERAL
A. Install lath and furring for Portland cement plaster in accordance with ASTM C1063.
3.03 CONTROL AND EXPANSION JOINTS
A. Control Joint Spacing: 12 feet on center max. and as indicated on drawings.
B. Expansion Joint Spacing: 24 feet on center max. and as indicated on drawings.
3.04 LATH INSTALLATION
A. Apply metal lath taut, with long dimension perpendicular to supports.
B. Lap ends minimum 1 inch. Secure end laps with tie wire where they occur between supports.
C. Lap sides of diamond mesh lath minimum 1-1/2 inches.
D. Attach metal lath to concrete using manufacturer's recommended fasteners and washers;
space at maximum 16 (or as indicated) inches on center.
E. Continuously reinforce internal angles with corner mesh, except where the metal lath returns 3
inches from corner to form the angle reinforcement; fasten at perimeter edges only.
F. Place corner bead at external wall corners; fasten at outer edges of lath only.
G. Place base screeds at termination of plaster areas; secure rigidly in place.
H. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
092400 - 1 PORTLAND CEMENT
PLASTERING
SECTION 092400
PORTLAND CEMENT PLASTERING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Portland cement plaster for installation over metal lath, masonry, and concrete.
1.02 RELATED REQUIREMENTS
A. Section 092236.23 - Metal Lath: Metal furring and lathing for plaster.
1.03 REFERENCE STANDARDS
A. ASTM C150/C150M - Standard Specification for Portland Cement; 2012.
B. ASTM C926 - Standard Specification for Application of Portland Cement-Based Plaster; 2014a.
C. ICC (IBC) - International Building Code; 2012.
D. PCA EB049 - Portland Cement Plaster/Stucco Manual; Portland Cement Association; 2003.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittals procedures.
B. Product Data: Provide data on plaster materials, characteristics and limitations of products
specified.
C. Samples: Submit two samples, 12 x 12 inch in size illustrating finish color and texture.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this section with
minimum three years documented experience.
1.06 MOCK-UP
A. Construct mock-up as listed in Section 014000.
B. Locate where directed.
C. Mock-up may remain as part of the Work if accepted.
1.07 FIELD CONDITIONS
A. Do not apply plaster when substrate or ambient air temperature is under 50 degrees F or over
80 degrees F.
B. Maintain minimum ambient temperature of 50 degrees F during installation of plaster and until
cured.
PART 2 PRODUCTS
2.01 PORTLAND CEMENT PLASTER ASSEMBLIES
A. Exterior Stucco: Portland cement plaster system, made of finish, brown, and scratch coat and
reinforcing mesh.
1. Manufacturers:
a. Parex USA, Inc.; Armourwall 300 WaterMaster Krak-Shield: www.parexusa.com.
b. Sto Corp.; StoPowerwall 4.xx Series.
c. Substitutions: See Section 016000 - Product Requirements.
Heery Proj. No.1302615
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092400 - 2 PORTLAND CEMENT
PLASTERING
2.02 PLASTER MATERIALS
A. Portland Cement, Aggregates, and Other Materials: In accordance with ASTM C926.
B. Portland Cement: ASTM C150, Type I.
1. For finish coat: Pre colored to be selected by Architect for final color.
C. Water: Clean, fresh, potable and free of mineral or organic matter that could adversely affect
plaster.
2.03 METAL LATH
A. Metal Lath and Accessories: As specified in Section 092236.23. Use metal lath as plaster base.
B. Beads, Screeds, and Joint Accessories: As specified in Section 092236.23.
2.04 PLASTER MIXES
A. Over Metal Lath: Three-coat application, mixed and proportioned in accordance with
manufacturer's instructions.
B. Premixed Plaster Materials: Mix in accordance with manufacturer's instructions.
C. Mix only as much plaster as can be used prior to initial set.
D. Add color pigments to finish coat in accordance with manufacturer's instructions.
E. Mix materials dry, to uniform color and consistency, before adding water.
F. Protect mixtures from freezing, frost, contamination, and excessive evaporation.
G. Do not retemper mixes after initial set has occurred.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify the suitability of existing conditions before starting work.
B. Concrete: Verify surfaces are flat, honeycomb are filled flush, and surfaces are ready to receive
work of this section. Verify no bituminous, water repellent, or form release agents exist on
concrete surface that are detrimental to plaster bond.
C. Metal Lath and Accessories: Verify lath is flat, secured to substrate, and joint and surface
perimeter accessories are in place.
3.02 PREPARATION
A. Dampen surfaces to reduce excessive suction.
B. Clean concrete surfaces of foreign matter. Clean surfaces using acid solutions, solvents, or
detergents. Wash surfaces with clean water.
C. Roughen smooth concrete surfaces and apply bonding agent in accordance with
manufacturer's instructions.
3.03 PLASTERING
A. Apply plaster in accordance with ASTM C926.
B. Three-Coat Application Over Metal Lath and weather barrier (building paper):
1. Apply first coat to a nominal thickness of 3/8 inch.
2. Apply second coat to a nominal thickness of 3/8 inch.
3. Apply finish coat to a nominal thickness of 1/8 inch.
C. Moist cure base coats.
D. Apply second coat immediately following initial set of first coat.
E. After curing, dampen previous coat prior to applying finish coat.
Heery Proj. No.1302615
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092400 - 3 PORTLAND CEMENT
PLASTERING
F. Finish Texture: Match existing stucco system on building face.
G. Avoid excessive working of surface. Delay troweling as long as possible to avoid drawing
excess fines to surface.
H. Moist cure finish coat for minimum period of 48 hours.
3.04 TOLERANCES
A. Maximum Variation from True Flatness: 1/4 inch in 10 feet.
END OF SECTION
Heery Proj. No. 1302615 PAINTING AND COATING
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center 099000 - 1
SECTION 099000
PAINTING AND COATING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints and other coatings.
C. Scope: Finish all exterior surfaces exposed to view, unless fully factory-finished and unless
otherwise indicated.
1.2 RELATED REQUIREMENTS
A. Section 055213 – Pipe and Tube Railings: Shop-primed items.
1.3 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for
Architectural Coatings; U.S. Environmental Protection Agency; current edition.
B. SSPC (PM1) - Good Painting Practice: SSPC Painting Manual, Vol. 1; Society for Protective
Coatings; Fourth Edition.
1.4 DEFINITIONS
A. Conform to ASTM D 16 for interpretation of terms used in this section.
1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at
an 85 degree meter.
2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured
at a 60 degree meter.
3. Semi-gloss refers to a medium sheen finish with a gloss range between 35 and 70 when
measured at a 60 degree meter.
4. Full gloss refers to high sheen finish with a gloss range more than 70 when measured at a
60 degree meter.
1.5 SUMMARY
A. Paint exposed surfaces, except where these Specifications indicate that the surface or material
is not to be painted or is to remain neutral. If an item or a surface is not specifically mentioned,
paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish
is not indicated, Architect shall select from the full range of colors and finishes available.
1.6 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on all finishing products, including VOC content. Use of paint
products containing greater than 6 one-hundredths of one percent (0.06%) lead by weight is
prohibited.
C. Samples: Submit two paper chip samples, 8x10 inch in size illustrating range of colors and
textures available for each surface finishing product scheduled.
D. Certification: By manufacturer that all paints and coatings do not contain any of the prohibited
chemicals specified; GreenSeal GS-11 certification is not required but if provided shall
constitute acceptable certification.
F. Manufacturer's Instructions: Indicate special surface preparation procedures.
H. Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated
surfaces.
Heery Proj. No. 1302615 PAINTING AND COATING
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center 099000 - 2
1.7 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified,
with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work specified with
minimum five years experience.
1.8 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame and smoke rating requirements for products and finishes.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in ventilated area, and as required by manufacturer's instructions.
1.10 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the
humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F
for exterior; unless required otherwise by manufacturer's instructions.
1.11 EXTRA MATERIALS
A. See Section 016000 - Product Requirements, for additional provisions.
B. Supply one gallon of each color; store where directed.
C. Label each container with color in addition to the manufacturer's label.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same
manufacturer; no exceptions.
B. Paints and Coatings:
1. Benjamin Moore & Co: www.benjaminmoore.com.
2. PPG Industries, Inc (PPG): www.porterpaints.com.
3. Sherwin-Williams: www.sherwin-williams.com.
2.2 EXTERIOR PRIMERS
A. Exterior Ferrous Metals: Factory formulated fast drying rust inhibitive alkyd based metal primer.
1. Benjamin Moore; Alkyd Rapid Dry Metal Primer #CM05. Applied at a dry film thickness of
not less than 1.0 mil.
2. PPG Industries; 6-208 Speedhide Industrial Rust Inhibitive Steel Primer: Applied at a dry
film thickness of not less than 2.3 mils.
Heery Proj. No. 1302615 PAINTING AND COATING
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3. Sherwin-Williams; Sherwin_Williams Kem Bond HS Universal Metal Primer, B50Z Series.
Applied at a dry film thickness of not less than 3.0 mils.
C. Exterior Galvanized Metals: Factory formulated fast drying acrylic based metal primer.
1. Benjamin Moore; D.T.M. Actylic Semi-Gloss #M29. Applied at a dry film thickness of not
less than 1.0 mil.
2. PPG Industries; 90-712 Pitt-Tech One Pack Interior/Exterior Primer/Finish DTM Industrial
Enamel. Applied at a dry film thickness of not less than 3.0 mils.
3. Sherwin-Williams; Sherwin-Williams DTM Acrylic Semi-Gloss Coating, B66-200 Series.
Applied at a dry film thickness of not less than 3.0 mils.
2.3 EXTERIOR FINISH COATS
A. Exterior Flat Acrylic Paint: Factory formulated flat acrylic emulsion latex paint for exterior
application.
1. Benjamin Moore; Moorcraft Super Spec 100% Acrylic Exterior Flat #183. Applied at a dry
film thickness of not less than 1.3 mils.
2. PPG Industries; 6-610 Series SpeedHide Exterior Flat Latex. Applied at a dry film
thickness of not less than 1.3 mils.
3. Sherwin-Williams; Sherwin Williams a-100 Exterior Latex Flat, A6 Series. Applied at a dry
film thickness of not less than 1.4 mils.
2.4 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily and
uniformly dispersed to a homogeneous coating, with good flow and brushing properties,
and capable of drying or curing free of streaks or sags.
2. Supply each coating material in quantity required to complete entire project's work from a
single production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure
is specifically described in manufacturer's product instructions.
B. Primers: Where the manufacturer offers options on primers for a particular substrate, use
primer categorized as "best" by the manufacturer.
C. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in the
following:
a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for
Architectural Coatings.
b. Ozone Transport Commission (OTC) Model Rule, Architectural, Industrial, and
Maintenance Coatings; www.otcair.org; specifically:
1) Opaque, Flat: 50 g/L, maximum.
2) Opaque, Nonflat: 150 g/L, maximum.
3) Opaque, High Gloss: 250 g/L, maximum.
4) Varnishes: 350 g/L, maximum.
c. Architectural coatings VOC limits of State in which the project is located
D. Colors: As selected by Architect.
1. Extend colors to surface edges; colors may change at any edge as directed by Architect.
2.5 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials required to achieve the finishes specified whether specifically
indicated or not; commercial quality.
Heery Proj. No. 1302615 PAINTING AND COATING
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared.
B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
D. Test shop-applied primer for compatibility with subsequent cover materials.
3.2 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C. Remove or repair existing coatings that exhibit surface defects.
D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
E. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove or
repair existing coatings that exhibit surface defects.
F. Seal surfaces that might cause bleed through or staining of topcoat.
G. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer
and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent.
Prime bare steel surfaces. Re-prime entire shop-primed item.
3.3 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
D. Apply each coat to uniform appearance.
E. Sand wood and metal surfaces lightly between coats to achieve required finish.
3.4 FIELD QUALITY CONTROL
A. See Section 014000 - Quality Requirements, for general requirements for field inspection.
B. Owner reserves the right to invoke the following test procedure at any time and as often as
Owner deems necessary during the period when painting is being applied.
1. Owner will engage a qualified independent testing agency to sample paint material being
used. Samples of material delivered to project will be taken, identified, sealed and certified
in the presence of the Contractor.
2. Testing agency will perform appropriate tests for the following characteristics as required
by Owner:
a. Abrasion Resistance.
b. Alkali Resistance.
c. Color Retention.
d. Material Content.
3. Owner may direct Contractor to stop painting if test results show material being used does
not comply with specified requirements. Contractor shall remove non complying paint from
project site, pay for testing, and repaint surfaces previously coated with the non complying
Heery Proj. No. 1302615 PAINTING AND COATING
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paint. If necessary, Contractor may be required to remove non complying paint from
previously painted surface if, on repainting with specified paint, the two coatings are
incompatible.
3.7 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
3.8 PROTECTION
A. Protect finished coatings until completion of project.
B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting
operations, remove temporary protective wrappings provided by others to protect their work.
1. After work of other trades is complete, touch-up and restore damaged or defaced painted
surfaces. Comply with procedures specified in PDCA P1.
3.9 PROTECTION
A. Protect work of other trades, whether being painted or not, against damage from painting.
Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
320190 - 1 TREE AND SHRUB
PRESERVATION
SECTION 320190
TREE AND SHRUB PRESERVATION
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes
1. Installation of Fencing
2. Tree Removals.
3. Protection of Trees to Remain.
1.02 REFERENCES
A. Council of Tree and Landscape Appraisers: Guide for Plant Appraisals, 9th edition (April 2000)
B. International Society of Arboriculture (ISA): Tree and Shrub Transplanting Manual.
C. National Arborist Association (NAA) Book of Standards, most recent edition
D. ANSI Z 133 1 Safety Requirements for Pruning, Trimming, Repairing, Maintaining and
Removing Trees, and for Cutting Brush.
E. ANSI A300 (Part 5) – 2012 Management of Trees and Shrubs During Site Planning, Site
Development, and Construction.
F. ANSI A300 (Part 8) – 2013 Root Management Standard.
1.03 DEFINITIONS
A. Tree Protection Fencing: Temporary fencing installed prior to site preparation and demolition
which protects a group of trees or shrubs.
B. Root Pruning: Physical cutting of plant roots to minimize root damage and promote healing.
C. Construction Branch Pruning: Physical cutting of any branch which interferes with construction.
1.04 SUBMITTALS
A. Comply with Section 013300. All submittals shall be accepted by the Landscape Architect in
writing before Work commences.
B. Schedule: Submit construction schedule which includes time frame for work near existing plant
material. Provide transplanting and tree removal schedule including tree transplants and
locations. Obtain approval by Landscape Architect prior to beginning of transplanting work and
construction near restricted area.
Heery Proj. No. 1302615
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320190 - 2 TREE AND SHRUB
PRESERVATION
C. Work Methods: Submit proposed methods and schedule for effecting tree and plant protection
for approval including proposed methods, materials, and schedule for root pruning, construction
pruning, aeration and subsequent tree fertilization. Mark plan location of root pruning with paint
for approval by Landscape Architect. Any root pruning which is required due to construction
work adjacent to existing trees and shrubs designated to remain shall occur any time ground
can be worked except when tree or shrubs are in leaf. Root pruning when tree or shrubs are in
leaf may occur only with approval by Landscape Architect.
1.05 QUALITY ASSURANCE
A. Comply with Division One
B. Qualifications: Arborist: Company having adequate capacity and facilities to meet the specified
requirements. All tree pruning and cleaning shall be performed by a landscape contractor with a
minimum 5 years documented experience. Evidence to this effect shall be provided by the
supplier if required by the Architect.
C. Regulatory Requirements: City permits are necessary for pruning or removal of all trees in the
right-of-way.
D. Pre-Installation Conference
1. Conduct pre-installation conference prior to construction.
2. Attendance required by: Owner, Architect, Contractors), Manufacturer(s)/Supplier(s), other
parties who are involved.
1.06 PROJECT/SITE CONDITIONS
A. All plant materials to remain to be tagged by Contractor for approval. Contractor to notify
Landscape Architect seven (7) days before needing approval.
B. Maintain all plant materials within tree protection areas. Designated tree protection areas of
trees, shrubs, and grasses are to remain untouched and unharmed.
C. Construction activities, including stockpiling, in tree protection areas are prohibited.
1.07 MAINTENANCE
A. Maintenance Services: Performed by a landscape contractor until final acceptance. Remove
tree protection fence at the end of the maintenance period.
B. Maintenance Period: Begin maintenance immediately upon start of construction. Continue
maintenance for 30 days after final completion of all site construction.
C. Maintenance to Include:
1. Quarterly review and monitoring of tree conditions.
2. Maintaining guying and lightening protection. Repair or replace when required.
3. Water at a sufficient frequency to saturate root system and keep soil moist.
4. Pruning, including removal of dead of broken branches, and treatment of pruned areas.
5. Disease Control.
D. Protection: In accordance with paragraph 3.03 Preparation.
Heery Proj. No. 1302615
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320190 - 3 TREE AND SHRUB
PRESERVATION
E. Root Zone Fertilization: Root zone fertilize all trees affected by construction. The first root zone
fertilization shall occur within 6 months after completion of site construction and the second
within 12 months. Use a liquid application with an 18 inch soil probe. Fertilization mix shall be
submitted to the Landscape Architect for acceptance prior to application.
F. Pesticides: Apply pesticides, with permission of owner, in accordance with manufacturer's
instructions. Remedy damage resulting from improper use of pesticides.
G. Maintenance Reports: Provide maintenance report including date and detailed summary of
work completed on site, to the Landscape Architect after each maintenance visit.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Fencing: 6’ galvanized chain link fence and all related metal posts and attachments, re: detail.
B. Soil Amendments/Mulch
1. Organic compost: ‘Mesa Magic’ Compost, from Mesa County Organic Materials Composting
Facility, 3071 Highway 50, Grand Junction, CO, (970) 263-9391, or approved equal.
Submit sample and analysis for Landscape Architect’s approval.
2. ‘Walk-on Bark’ by Sticks and Stones, 2920 D ½ Road, Grand Junction, CO 81504, (970)
245-4920, or approved equal.
PART 3 - EXECUTION
3.01 TREE AND PLANT PROTECTION
A. General: Preserve and protect existing trees and plants at site that are designated to remain,
and those adjacent to site.
B. New sidewalks, paving or asphalt within the drip line of the tree must allow breathing space for
tree roots. The following should be used as a guideline: For trees up to 4 inches in trunk
caliper, 25 square feet of porous area is needed. For each additional 2 inches of tree caliper.
10 more square feet are needed.
C. Where grade change is required, the same area must be provided either by construction of a
drywell where the level is to be raised or by building a retaining wall where the level is to be
lowered. The grade within the drip line of the tree is not to be changed without Landscape
Architect approval.
D. Barriers: Provide temporary chain link fencing to height of six feet, around each, or around
each group, of trees and plants at drip line.
E. Trimming: Consult with Architect, Landscape Architect and Owner’s Representative, and trim
agreed on roots and branches that interfere with construction.
1. Employ qualified tree surgeon to remove, and to treat cuts.
2. Trim under Architect, Landscape Architect and Owner’s Representative's direction.
3. Do not cut roots greater than 1" in diameter without advance notice to arborist.
4. Cut close to boles in manner that tree will present balanced appearance.
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320190 - 4 TREE AND SHRUB
PRESERVATION
F. Root Systems: Maintain natural cover of turf around root systems. Replace turf if necessary.
G. Stockpiles: Place stockpiles of topsoil and other excavated material so that they will not slough
off onto root systems of existing trees.
H. Contaminates: Dispose of solvents, oils and other materials that may be harmful to plant life in
containers and remove from site. Remove and replace contaminated soil with good soil at
completion of work.
I. Areas Under Trees: Within drip line of existing trees to remain:
1. Do not allow vehicular traffic or parking.
2. Do not store materials or products.
3. Prevent dumping of refuse or chemically injurious materials or liquids.
4. Prevent puddling or continuous running water.
5. Do not leave diesel or gasoline equipment running.
J. Protection: Carefully supervise excavating, grading and filling and subsequent construction
operations, to prevent damage to plant materials. Protect against breaking and skinning of
roots and skinning and bruising of bark.
3.02 EXAMINATION
A. Verification Of Conditions: Examine areas and conditions under which the Work of this Section
will be performed. Report unsatisfactory or questionable conditions to the Landscape
Architect. Do not proceed with the Work until unsatisfactory conditions have been corrected.
Commencement of work implies acceptance of all areas and conditions.
B. Verify all utility locations in the field prior to digging.
3.03 PREPARATION
A. Marking of Construction/Demolition/Tree Preservation Limits: Clearly mark the tree protection
fence locations as indicated on the Drawings, and all construction/demolition limits in the field.
B. Mark individual tree root pruning areas with paint.
C. Verify all trees to be protected with Landscape Architect. Tag all plant material with appropriate
tags noting action to be taken with each plant.
D. Contact and accompany Landscape Architect on a joint review of construction/demolition
limits, tagging and painting before prior to the installation of the tree protection fencing and start
work.
E. Limit of construction is generally defined as the limit of demolition. Contractor to immediately
notify Architect if work will occur outside the construction/demolition limits.
F. Contractor to verify limits of existing R.O.W Contractor to obtain ail necessary permits from
appropriate jurisdictions prior to commencing activity within the R.O.W.
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320190 - 5 TREE AND SHRUB
PRESERVATION
3.04 INSTALLATION OF FENCING
A. Fencing: Install tree protection fencing prior to start of demolition work and clearing and
grubbing operations in accordance with the following:
1. Following approval of staking, install fencing at the tree protection areas.
2. Aeration before, during and after construction, see 3.08.
3. Install posts.
4. Install fabric
3.05 ROOT PRUNING AND PROTECTION
A. Root Pruning
1. Prune roots where construction will sever roots.
2. Only clean cutting methods are acceptable. Root pruning is the physical cutting of tree
roots to minimize root damage and promote healing. Unsuitable means for root pruning
include trenching, vibrating plow, stump grinder. Any method which tears roots or disturbs
the soil beyond the grading limit is unacceptable
3. Hand trim roots at trench walls. Make clean cuts through roots.
4. Prune tree roots to a depth no greater than required by construction excavation, by
approved means only. All roots shall be pruned by an approved method.
B. Backfill: Close trenches within 24 hours. Backfill root pruning trench with existing soil. Tamp
lightly to set soil.
1. When trench closing is not possible within 24 hours, protect trench side in accordance with
this Section
C. Mulching: Apply wood mulch to a depth of 4 in. to 5 in. at minimum 10 ft. to 15 ft. radius around
tree to reduce compaction and increase moisture retention. Soil shall be kept moist in root
pruning areas.
D. Root Protection: If tree roots larger than two (2) inches in diameter are encountered with
digging or trenching, tunnel under for any improvements if possible. Dig trench by hand only.
1. Conform with paragraphs 3.1.A - 3.6.C this Section.
2. Notify Arborist to allow physical inspection of excavation around root zones to determine
damage and health of tree. Do not tear the roots out. Removal of two (2) inches or larger
diameter roots encountered during construction is not allowed without permission of
Arborist.
3. Upon approval by Landscape Architect wrap cut roots 2' and larger with burlap to prevent
scarring or excessive drying.
3.06 CONSTRUCTION BRANCH PRUNING
A. Prune any branches of trees to be preserved which interfere with construction only at the
direction of the Landscape Architect. Approval of all proposed pruning is required prior to start
of work. Pruning is an incidental pay item associated with the transplanting of existing trees, the
planting of new trees, and the care of existing trees to remain. Payments for such incidental
items shall be drawn from the project budget.
B. Remove any branches which are weak or dead.
C. Any pruning included as part of the project shall be done by a licensed tree company and in
accordance with good pruning practices as approved by the Landscape Architect. Pruning shall
maintain balance, form and function of tree.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
320190 - 6 TREE AND SHRUB
PRESERVATION
3.07 TEMPORARY TREE GUYING
A. Upon review of on-site root pruning and construction grading limits, the Landscape Architect
shall determine whether the existing trees designated to remain should be temporarily guyed.
B. Complete tree guying using materials and techniques designated by the Landscape Architect
in accordance with Section 329400 and complete in a timely manner.
3.08 AERATION
A. If areas inside the restricted area become compacted as determined by the Landscape
Architect, aerate to a 20 inch depth using an aeration "grow gun," avoiding damage to surface
absorbing feeder roots.
B. Inject filler material to hold aeration fractures open.
3.09 WATERING
A Trees: Water per Colorado State University Cooperative Extension Caring for Trees in a Dry
Climate.
B. Approximately 10 gallons of water per inch of trunk diameter for each watering. Measure trunk
diameter at knee height. General formula: Tree Diameter x 5 minutes = Total Watering Time.
C. Trees should be watered three times a month, April through September. Winter water as
needed.
D. Using deep root water, work the needle into the soil at an angle to a depth of 8 inches. Use the
needle at low to moderate water pressure. Water the area under dripline in at least 12 sites.
For new trees and those planted within five years, place the needle at least three feet from
the trunk. Water a minimum of four sites around young trees.
3.10 EXCAVATION INSULATION
A. Provide mitigation from moisture and temperature fluctuations by pinning 3 layers of burlaponto
the entire face of excavations exposed for more than 24 hours.
B. Wet burlap insulation immediately following installation.
C. Keep moist for the entire period the excavation remains open.
D. Remove insulation prior to backfilling.
3.11 CHEMICALS, FERTILIZATION AND INSECT SPRAYING
A. No chemicals shall be applied or used around or near existing trees.
B. No fertilizers, insect sprays or other chemicals shall be applied before or during root or branch
pruning process.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
320190 - 7 TREE AND SHRUB
PRESERVATION
3.12 TREE REMOVAL
A. General: Tag trees indicated to be removed for approval by Landscape Architect prior to
removal.
B. Removal: Include new and old stumps of trees and their roots. Fell trees in manner not to
injure standing trees, plants and other improvements to remain. If impossible to remove roots,
grind stumps to 12" below finish grade. Fill stump removal areas with existing soil. Chemicals
which will harm future landscape above stumps may not be applied to aid in stump removal.
C. Disposal: Dispose of all removals from the site at an approved disposal or recycling facility.
Contractor may grind tree removals to be used for mulching purposes if mulch is approved by
the Landscape Architect. Removals or mulch become the property of the Contractor.
1. Protection: Contractor responsible for protection of all trees designated to remain or
transplanted during removal procedures.
3.13 GRADING AT TREE PROTECTION AREAS
A. All grading within protected areas shall proceed only after review and approval by the
Landscape Architect.
B. All fill within protected areas must be approved by the Landscape Architect. Tamping of fill
earth shall be allowed: compaction of fill earth shall not be allowed. No "cutting" of grades in
root area shall be allowed.
3.14 FIELD QUALITY CONTROL/DAMAGE PENALTIES
A. Loss of any of these trees to be protected due to Contractor neglect or improper construction
activities will result in liquidated damages for the assessed value of the tree as determined by
the a licensed arborist. Damage to a portion of these trees will be assessed by the arborist and
a portion of the liquidated damages will be assessed to the Contractor. A list of tree values for
the project will be on file in the Landscape Architect's office. Any damaged tree not on this list
shall be evaluated by the Architect as necessary to comply with this penalty.
B. A fine of $1,000 will be levied against the Contractor for each incident of construction (including
construction traffic) inside tree protection areas.
C. Trees or roots visibly damaged will cause the Owner to withhold from the Contractor an
assessed amount conforming to the requirements stipulated above for a period of two years.
After that period the impact of the damage to any tree will be assessed by the Landscape
Architect
D. If any trees or shrubs designated to be saved are damaged and replacement is required. a
number and diameter of trees or shrubs of the same species and variety, as specified by the
Landscape Architect. shall be furnished and planted by the Contractor. The total inch diameter
of the replacement trees or shrubs shall equal the diameter of the tree or shrub to be replaced
as measured by The Guide For Establishing Value of Trees and Other Plants, published by the
International Society of Arboriculture. The Contractor shall not be liable for any loss or damage
which occurs while the Contractor is complying with instructions given by the Landscape
Architect working on the Project
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
320190 - 8 TREE AND SHRUB
PRESERVATION
3.15 ADJUSTING
A. Tree Protection Area Access: When construction traffic is unavoidable as concurred be the
Contractor and Landscape Architect the following procedure shall be followed: Obtain approval
from the Landscape Architect for Tree Protection Area access.
B. Install protective fencing by hand to delineate the construction corridor. Fencing location must
be approved on site by the Landscape Architect.
C. Install a 12” layer of wood mulch overlaid with continuous ¾” plywood sheets on the existing
grade for the entire area of the traffic route to allay rutting and slightly reduce soil compaction.
D. Remove all materials and return area to preconstruction condition within one week of the work.
E. Excavation Insulation: If in the Contractor's opinion, climate conditions do not necessitate the
installation of burlap insulation at an excavation, he may submit to the Landscape Architect a
written request to omit the burlap insulation. Submit request to the Landscape Architect 24
hours prior to excavation
3.16 CLEANING
A. Removal of Protection: Except as otherwise indicated or requested by Engineer, temporary
protection devices and facilities installed during course of the work shall be removed only after
all work which may injure or damage trees and plants is completed.
B. Removal: Remove all excess material during construction period and haul off-site. Repair:
Repair surface damage caused by fence posts. Restore to match surrounding conditions.
3.17 PROTECTION
A. Protect planting areas and plants at all times against damage of any kind for the duration of the
maintenance. If any plants become damaged of injured, they shall be treated or replaced as
directed by the Landscape Architect at no additional cost to the Owner. The contractor shall not
be responsible for acts of vandalism or acts of God during the maintenance period.
B. Protect tree roots in accordance with paragraph 3.05 this Section.
C. Branch Protection: Contact Landscape Architect if it appears that construction will damage to
the branches of any tree. The Landscape Architect will determine action to be taken. If pruning
is required, perform in accordance with paragraph 3.06 this Section.p
END OF SECTION
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329000 - 1 FINE GRADING AND SOIL
PREPERATION
SECTION 329000
FINE GRADING AND SOIL PREPARATION
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Examination.
B. Preparation.
C. Subsoil Preparation.
D. Placing Topsoil.
E. Soil Tests.
F. Coordination of Soil Amendments.
G. Fine Grading.
H. Tolerances.
I. Field Quality Control
J. Adjusting.
K. Cleaning
L. Protection.
1.02 REFERENCES
A. Colorado Division of Labor Rules and Regulations: Excavation.
B. State Department of Highways, Division of Highways, State of Colorado, Standard
Specifications for Road and Bridge Construction, Section 207 of the latest edition.
C. ANSI/ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate
Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop.
D. ANSI/ASTM D1556 - Test Method for Density of Soil in Place by the Sand-Cone Method.
E. Association of Official Agricultural Chemists: Topsoil Analysis.
1.03 DEFINITIONS
A. WEEDS: Includes Goatheads, Bindweed, Twitch, Dandelion, Jimsonweed, Quackgrass,
Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson
Grass, Poison Ivy, Nut Sedge, Nimble Weed, Bindweed, Bent Grass, Wild Garlic, Perennial
Sorrel, and Broom Grass.
1.04 SUBMITTAL PROCEDURES
A. See Section 013000 – Administrative Requirements, for all submittal procedures
B. TOPSOIL TESTING:
1. After topsoil spreading, submit, for Architect's approval, topsoil samples and test results
from:
a. Each topsoil source.
2. Each location submission shall include:
a. 1 qt. representative sample in air tight container.
b. Agricultural analysis by a qualified soils laboratory made in accordance with
“Methods of Soils Analysis – Agronomy #9” as published by the American
Society of Agronomy, and testing will be done at the Contractor’s expense.
Test shall include available nutrients, soil pH, soil texture, salt, and percentage
organic matter, and recommended fertilization and amendment rates for plant
material types specified.
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
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329000 - 2 FINE GRADING AND SOIL
PREPERATION
c. Location of borrow site, if applicable.
3. Deliver copies of all test reports and samples to landscape contractor and Architect.
C. CERTIFICATES: Submit certificates of inspection as required by governmental authorities.
D. SAMPLES: Comply with paragraph 1.05.B this Section.
1.05 QUALITY REQUIREMENTS
A. Comply with Section 014000.
B. QUALIFICATIONS
1. Installer: Company with minimum five (5) years successful experience in the placing on
topsoil similar in scope and size to this project.
2. Testing Agency: Certified soils laboratory with capability to analyze materials for
conformance to specification requirements (where applicable). Analysis of soils shall
include physical standards including: texture, pH, salts, organic matter and sodium
absorption rate, and mechanical data. Analysis of soil amendments shall include salt
level, pH level, organic matter content, particle size and carbon-nitrogen ratio.
1.06 DELIVERY, STORAGE AND HANDLING
A. TOPSOIL: Protect materials from erosion, wind, rodents, deterioration and contamination
during delivery, installation and site storage.
1.07 PROJECT/SITE CONDITIONS
A. ENVIRONMENTAL REQUIREMENTS
1. Comply with requirements of referenced standards for environmental conditions before,
during, and after installation. Maintain environmental conditions and protect work
during and after installation to comply with referenced standards.
2. Moisture Content: Topsoil and other materials shall not be placed, backfilled, or spread
while in a wet or saturated condition. Moisture content shall not be so great that
excessive compaction will occur, nor so low that dust will form in the air or that clods
will not break readily. Apply water if necessary to bring soil to optimum moisture
content for tilling.
3. Do not work soil when muddy or frozen.
B. EXISTING CONDITIONS
1. Plants: Protect existing plant material. Do not damage any plantings indicated to
remain.
2. Utilities: Determine location of underground utilities including irrigation system.
Perform work in a manner to avoid possible damage. Hand excavate, as required.
3. Excavation: Maintain grade stakes set by others until removal is mutually agreed upon
by parties concerned. When conditions detrimental to Work are encountered, such as
rubble fill, adverse drainage conditions, noxious materials or obstructions, notify
Architect before proceeding.
1.08 SEQUENCING AND SCHEDULING
A. COORDINATION
1. Coordinate with seeding, sodding and landscape Contractor(s) approved schedule.
Refer to Division 1. Do not place topsoil more than 3 days prior to commencement of
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329000 - 3 FINE GRADING AND SOIL
PREPERATION
landscaping in the area. Limit fine grading to areas which can be planted within 24
hours after fine grading.
2. Coordinate with Contractors' work requiring access to site over topsoil areas.
3. Coordinate with installation of underground irrigation system and outlets.
1.09 MAINTENANCE
A. Protect newly topsoiled and fine graded areas from erosion and traffic. Repair and reestablish
grades in settled, eroded and disturbed areas to specified tolerances until landscape operations
commence.
PART 2 - PRODUCTS
2.01 TOPSOIL
A. ON-SITE TOPSOIL: Topsoil shall be a fertile sandy loam topsoil, taken from a well-drained
site, and free from clay subsoil, stones, lumps, plants or their roots, sticks, weed stolons and
seeds, high salt content and other materials harmful to plant life. The topsoil shall have an
acidity in the range of pH 5.5 to pH 8.0, salt levels of less than 6 mmhos/cm, and shall be
screened and meet the following mechanical analysis.
1. Sieve/Screen Size % Passing % Retaining
1" screen 100 0
1/2" screen 97-100 0-3
#100 mesh sieve 60-40 40-60
2. Refer to Sections 329200, and 329300 for topsoil amendment requirements.
3. Upon request of the Architect, the following information shall be provided:
a. specific location from which the topsoil will be (or was) stripped.
b. agricultural test result showing topsoil composition and analysis.
B. PRE-AMENDED TOPSOIL: At the contractor's option, pre-amended topsoil may be used in
lieu of imported topsoil amended on site.
1. Supplier: By Sticks and Stones, 2920 D ½ Road, Grand Junction, CO 81504, (970)
245-4920, or approved equal.
2.02 WATER
A. Clean, fresh and free of substances or matter which could inhibit vigorous growth of plants.
2.03 HERBICIDE
A. WEED HERBICIDE: ‘Round-up’, or ‘Final’ at 3% solution mix or approved equal.
PART 3 - EXECUTION
3.01 EXAMINATION
A. VERIFICATION OF CONDITIONS: Examine areas and conditions under which the Work of the
Section will be performed. Report unsatisfactory or questionable conditions to the Architect.
Do not proceed with the Work until unsatisfactory conditions have been corrected.
Commencement of work implies acceptance of all areas and conditions.
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329000 - 4 FINE GRADING AND SOIL
PREPERATION
1. Verify that during grading, the ground surface was cleaned of materials which might
hinder final operations.
3.02 PREPARATION
A. PROTECTION: Protect areas in accordance with paragraph 3.12 this Section.
B. HERBICIDE TREATMENT
1. Confirm Architect’s requirement to proceed with herbicide treatment of on site soil.
Herbicide treatment must be completed during the growing season.
2. If plant growth is evident, treat site with Roundup herbicide in accordance with
manufacturer’s recommendations.
3. Water subsoil 1/2" per week if natural precipitation does not supply this amount.
4. Ten (10) days after Roundup application, review soil surface for evidence of plant
growth.
5. Repeat steps 2, 3 and 4, up to three (3) applications, until there is no evidence of plant
growth after 10 day period.
6. Obtain Architect’s approval of soil fourteen (14) days after last herbicide application.
7. Remove plant debris from treated area.
3.03 SUBSOIL PREPARATION
A. Verify subsoil base has been contoured and compacted and is free of contaminated material.
B. Prepare subsoil to eliminate uneven areas and low spots. Maintain lines, levels, profiles, and
contours. Make changes in grade gradual. Blend slopes into level areas.
C. Remove foreign materials, stones exceeding 2 inches, weeds and undesirable plants and their
roots.
D. Scarify subsoil to a depth of 6 inches where topsoil is to be placed. Repeat cultivation in areas
where equipment, used for hauling and spreading topsoil, has compacted subsoil.
E. Remove foreign materials, stones exceeding 2 inches, weeds and undesirable plants and their
roots which came to the surface during subsoil scarification.
3.04 PLACING TOPSOIL
A. Place topsoil where seeding and planting are scheduled and in accordance with paragraph 1.08
this Section.
B. Place topsoil during dry weather and on dry, unfrozen subsoil.
C. Remove vegetative matter and foreign, non-organic material and debris larger than 1.5 inches
in diameter at the time of placement.
D. Place topsoil to the following depths:
a. Seed and Sod Areas 4"
b. Shrub Beds 6"
c. Flower Beds 6"
d. Planters Full depth, allowing for the addition of soil amendments. RE:
Section 329300
E. Place topsoil eliminating rough or low areas to ensure positive drainage. Maintain profiles and
contour of subgrade.
F. Manually place topsoil close to existing trees, shrubs, plants, curbs, new construction, planters
and buildings to prevent damage.
G. For ground surface areas surrounding buildings to be landscape, maintain positive drainage
away from buildings.
H. Finish grade to be 1 ½” below edge of pavement prior to sodding seeding or planting.
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329000 - 5 FINE GRADING AND SOIL
PREPERATION
I. Compaction of surface grade prior to landscape shall not exceed 80% standard proctor density
within 2% optimum moisture.
J. Coordinate topsoil placement with sub-soil amending in accordance with specifications.
3.05 SOIL TESTS
A. Perform soil testing and submission in accordance with paragraph 1.06 this Section.
3.06 COORDINATION OF SOIL AMENDMENTS
A. Coordinate soil amendments with landscape contractor in accordance with Sections 329200,
and 329300.
3.07 FINE GRADING
A. Fine grade topsoil to finished elevations with smooth, even surface with loose, uniformly fine
texture.
B. Remove foreign materials, stones exceeding 1.5 inches, weeds and undesirable plants and
their roots which came to the surface during soil amending.
C. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish
grades. Limit fine grading to areas which can be planted immediately after grading. Compact
seeded areas to 90% in accordance with Earthwork Section.
D. Remove surplus subsoil and topsoil from site.
E. Leave stockpile area and site clean and raked, ready to receive landscaping.
3.08 TOLERANCES
A. TOPSOIL: Topsoil elevations shall be within the following tolerances from elevations indicated
on the drawings:
1. Landscape Areas: ± 0.10'.
2. Adjacent to Paving and Curbs: ± 0.04' (1/2").
3.09 FIELD QUALITY CONTROL
A. REVIEWS: Comply with Contract General Conditions.
3.10 ADJUSTING
A. RECONDITIONING COMPACTED AREAS: When completed topsoil areas are disturbed by
subsequent construction operations or adverse weather, scarify surface, reshape, and compact
to required density prior to further construction.
3.11 CLEANUP
A. DURING LANDSCAPE INSTALLATION
1. All areas shall be reasonably clean at the end of each work day. Sidewalks and other
paved areas shall be swept or washed down as needed. Keep pavements clean and
work area in an orderly condition.
2. Contractor shall make a reasonable effort to clean up the project on a daily basis to
maintain a neat and orderly site.
B. PROJECT COMPLETION
1. All debris, soil and trash resulting from landscape operations shall be removed from the
site. Burning of waste material is prohibited. All paved areas shall be washed down.
2. Restore all areas outside the Contract limits which have been disturbed to their original
condition at no cost to the Owner.
Heery Proj. No.1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329000 - 6 FINE GRADING AND SOIL
PREPERATION
3.12 PROTECTION
A. Protect landscape work and materials from damage due to landscape operations, operations by
other contractors and trades and trespassers.
B. Maintain protection during installation and maintenance periods. Treat, repair or replace
damaged landscape work as directed.
C. Protect existing trees, shrubs, groundcovers, perennials and turf areas from damage during
construction.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329200 - 1 TURF AND GRASSES
SECTION 329200
TURF AND GRASSES
PART 1 - GENERAL
1.01 SUMMARY
A. This section includes the following:
1. Examination.
2. Site Preparation.
3. Soil Preparation for Sodding
4. Soil Preparation for Seeding
5. Laying Sodding
6. Seeding
7. Areas to be Top Dressed
8. Field Quality Control.
9. Clean Up.
10. Protection.
11. Maintenance
B. References:
1. ASPA (American Sod Producers Association) - Guideline Specifications to Sodding.
2. USDA Soil Conservation Service, Technical Guide, Section IV, Standards and
Specifications, Critical Area Planting (342), July 1981.
3. State Department of Highways, Division of Highways, State of Colorado, Standard
Specification for Road and Bridge Construction, Section 202 of latest edition.
1.02 DEFINITIONS
A. Weeds: Includes Goatheads, Bindweed, Twitch, Dandelion, Jimsonweed, Quackgrass,
Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson
Grass, Poison Ivy, Nut Sedge, Nimble Weed, Bindweed, Bent Grass, Wild Garlic, Perennial
Sorrel, and Broom Grass.
1.03 SUBMITTAL PROCEDURES
A. Comply with Division 01 Section Submittal Procedures. All submittals shall be accepted by the
Architect in writing before planting commences.
B. Topsoil Testing:
1. Coordinate soil testing with Division 01 Section Quality Requirements.
C. Certificates
1. Submit two copies of labels or certificates from State Department of Agriculture for grass
species and location of sod source.
2. Submit certificates of inspection as required by governmental authorities.
3. Submit manufacturer's certified analysis packaged with standard products.
4. Submit all blue tags which were removed to mix the seed.
5. Submit manufacturer's certified analysis packaged with standard products.
6. Submit certificate + analysis for Class 1 compost.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329200 - 2 TURF AND GRASSES
D. Analysis and Standards: Wherever applicable, for non packaged materials, provide two copies
of analysis by recognized laboratory made in accordance with methods established by the
Association of Official Agriculture Chemists.
E. Planting Schedule: Comply with General Contract Conditions.
1.04 QUALITY REQUIREMENTS
A. Comply with Division 01 Section Quality Requirements.
B. Qualifications:
1. Sod Producer: Company specializing in sod production and harvesting with minimum
five (5) years experience, and certified by the State of Colorado Department of
Agriculture.
2. Installer: Company approved by the sod producer or company with minimum five (5)
years successful experience in the installation of sodded lawn areas similar in size to this
project.
C. Regulatory Requirements:
1. Comply with regulatory agencies concerning classification, transportation, handling and
storage of sod, seed, fertilizer, herbicide and pesticide materials.
2. Comply with regulatory agencies for fertilizer, herbicide and pesticide composition and
application.
1.05 DELIVERY, STORAGE AND HANDLING
A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis and
name of manufacturer. Protect materials from deterioration during delivery, and while stored at
site.
B. Sod:
1. Cutting: Sod shall be harvest in rolls, and shall not be cut more than 24 hours prior to
planting.
2. Transportation: Deliver sod on pallets. Open vehicles used to transport sod to the
project shall be covered with tarpaulins or other suitable covers securely fastened to the
vehicle to prevent damage to the sod. Closed vehicles shall be adequately ventilated to
prevent overheating of the sod.
3. Keep sod soil mat moist fresh and protected at all times, including entire period of transit,
handling, and temporary storage.
4. Rejection of Materials: Evidence of inadequate or inappropriate transportation of sod
shall be cause for rejection.
1.06 PROJECT/SITE CONDITIONS
A. Environmental Requirements:
1. Sodding Season: Sodding shall occur only after June 15 and before September 15
without written approval from Architect.
2. Sodding shall occur only when weather and soil conditions permit in accordance with
locally accepted practice. Do not lay sod during periods of prolonged cold or heat, or
during excessively wet or dry periods.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329200 - 3 TURF AND GRASSES
3. Seeding Season: Seeding shall occur as between June 15 and before September 15.
Variance from schedule shall be permitted only with written approval from the Architect.
4. Seeding shall occur only when weather and soil conditions permit in accordance with
locally accepted practice. Do not seed during periods of prolonged cold or heat, when
ground is frozen or too dry, during windy periods, immediately following rain, or during
excessively wet or dry periods.
B. Existing Conditions:
1. Existing Plants: Do not damage any existing plantings indicated to remain. Sod areas
after trees are planted and after final grades are established, unless otherwise directed
by the Architect.
2. Utilities: Determine location of underground utilities. Perform work in a manner to avoid
possible damage. Hand excavate, as required.
3. Excavation: Maintain grade stakes set by others until removal is mutually agreed upon
by parties concerned. When conditions detrimental to plant growth are encountered,
such as rubble fill, adverse drainage conditions, noxious materials or obstructions, notify
Architect before planting.
1.07 SEQUENCING AND SCHEDULING
A. Work Scheduling: Proceed with and complete landscape work as rapidly as portions of the site
become available, working within the specified planting season and approved schedule.
B. Coordination:
1. Coordinate with Contractors work requiring access to site over lawn areas.
2. Coordinate with installation of underground irrigation system and outlets.
3. Coordinate laying sod to provide maintenance after Final Acceptance in accordance with
Division 01.
4. Coordinate with topsoil placing to conform with installation requirements specified in
Section 329000.
1.08 WARRANTY AND REPLACEMENT
A. General: Comply with General Contract Conditions.
B. Sod Warranty Conditions: Warranty all sod areas against defects due to any cause except
vandalism and acts of God. The following warranty conditions apply:
1. Warranty sodded areas against failure to take root and display vigorous growth for period
of 1 year from date of Substantial Completion.
2. During maintenance period, replace sod areas that die due to natural causes, poor
maintenance procedures, or which in Architect’s opinion are unhealthy. The Architect
shall have the final decision as to areas of replacement.
3. All expenses incurred in the replacements shall be borne by the Contractor.
4. Make replacements as originally specified within seven days of notification by Architect.
C. Seed Warranty Conditions: Warranty all seeded areas against defects due to any cause except
vandalism and acts of God for two years from date of Substantial Completion. The following
warranty conditions apply:
1. Reseed all areas when turf is no longer in a satisfactory growing condition as determined
by the Architect for the entire warranty period.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329200 - 4 TURF AND GRASSES
a. Acceptance: 95% of seeded area covered with germinated seed and no bare
spots greater than 4 inches square after 90 days.
2. If seeded areas fail after having been replaced previously, area shall be replaced until it
is approved. The warranty period begins anew and extends each time an area requires
replanting. Replacement seed shall be of the same kind, condition and quality as original
seed and subject to all requirements in this specification.
3. All expenses incurred in the replacements shall be borne by the Contractor.
4. Make replacements within seven days of notification by Architect.
5. If seeded in fall, review for Substantial Completion shall be no later than June 15 the
following year.
D. Post Construction Inspection (Review for Final Warranty Compliance): Comply with General
Contract Conditions.
1.09 MAINTENANCE (See also Section 329350)
A. General: Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other
operations such as rolling, regrading and resodding as necessary to establish a smooth,
acceptable lawn, free of eroded or bare areas or as directed by the Architect.
1. Overwatering of lawns which causes stress to trees is not allowed.
B. Maintenance Period: Begin maintenance immediately after sodding. Maintain sodded and
seeded areas in accordance with Section 329350. If necessary sub-areas may be deemed to
have achieved Substantial Completion to allow maintenance period to begin in that area.
PART 2 - PRODUCTS
2.01 SOIL AMENDMENTS
A. Certification required. Non-sludge Class I compost in compliance with Colorado Department of
Public Health and Environment Regulation 64.
B. Submit analysis indicating compliance with United States Composting Council’s Seal of Testing
Assurance Program for Class 1 Compost.
2.02 COMMERCIAL FERTILIZER
A. Organic Fertilizer: Provide fertilizer of neutral character, with some elements derived from
organic sources and containing the percentages of available plant nutrients given below.
Deliver fertilizers to the site fully labeled according to applicable state fertilizer laws and bearing
the name, tradename, trademark and warranty of the supplier. Fertilizers which are mixed into
soil shall be:
a. Biosol Forte organic granular fertilizer consisting of 96% fungal biomass (dry
mycelium), 4% water. N-P-K Analysis: 7-2-1 (ASI-025).Guaranteed analysis shall
conform to amendment requirements as given in Part 3 of this Section.
b. Manufacturer: Rocky Mountain Bio Products. Supplied by Bowman/Revex, 14440
Mead Court, Longmont, CO 80504. Ph. (970) 535-0863, Fax. (970) 535-0866, or
approved equal.
2. Bone Meal: Commercial, raw, finely ground; 4% nitrogen and 20% phosphoric acid.
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B. Inorganic Fertilizers: none.
2.03 WATER
A. Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass.
B. Available on-site at no expense to Contractor. Landscape Contractor is responsible for
coordination of water needs for watering and irrigation water with the Owner.
2.04 SOD
A. General: Provide sod that is machine cut to pad thickness of ¾" + ¼", excluding top growth.,
strongly rooted, certified turfgrass sod, not less than one (1) year old and free of weeds and
undesirable native grasses. After June 15 and before September 15 provide sod capable of
vigorous growth and development.
B. Mixture: 100% Kentucky Bluegrass. Blend shall contain a minimum of three improved
varieties.
C. Harvesting: Sod shall be fertilized 2-3 weeks prior to cutting. Any vegetation more than 4
inches in height shall be mowed to a height of 1-1/2 inches or less at least 5 days before the
sod is lifted. Sod shall be harvested in rolls, and shall not be cut more than 24 hours prior to
planting.
D. Size: Provide sod of uniform pad or jumbo roll sizes with maximum 5" deviation in either length
or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of
supporting their own weight when suspended vertically with a firm grasp on under ten percent
(10%) of pad will be rejected. Jumbo roll sod will be acceptable upon approval by Owner’s
Representative. Jumbo roll sod shall not include structural netting.
E. Substitutions: Do not make substitutions: If specified sod is not obtainable, submit proof of
non-availability to Architect together with proposal for use of equivalent material for review and
acceptance by Architect.
2.05 ACCESSORIES
A. WOOD PEGS: Softwood, sufficient size and length to anchor sod in swales and on
slopes exceeding 3:1.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verification of Conditions: Examine areas and conditions under which the Work of this Section
will be performed. Report unsatisfactory or questionable conditions to the Architect. Do not
proceed with the Work until unsatisfactory conditions have been corrected. Commencement of
work implies acceptance of all areas and conditions.
1. Verify that during grading, topsoil spreading and landscape grading operations, the
ground surface was be cleaned of materials which might hinder final operations.
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329200 - 6 TURF AND GRASSES
3.02 PREPARATION
A. Protection: Protect areas in accordance with paragraph 3.07 this Section.
3.03 SOIL PREPARATION FOR SODDING
A. Amendments:
1. Review topsoil analyses and samples. Refer to Section 329150.
2. Apply fertilizer and amendments at rates determined by the soil tests taken after topsoil
spreading. Achieve element content specified in paragraph 3.03.A.3 this Section. Apply
fertilizer and amendments to achieve matching chemical and mechanical analyses for
both onsite and imported topsoil. Fertilizer and amendment quantities shall vary
dependent on:
a. specified plant types and areas.
b. topsoil source.
3. Sod Areas (Refer to Plans): The amendment quantities listed below are for bidding only.
Modify quantities to conform with soil test results.
a. Soil Amendment: apply 4 cubic yards per 1000 square feet of non-sludge Class 1
compost.
B. Mixing: Disc or rototill amendments with topsoil and existing soil to a depth of 6 inches.
C. Fine Grading: Fine Grade in accordance with Division 32 Section "Fine Grading and Soil
Preparation". Compact in accordance with Division 31 Section "Earthwork".
D. Restore sod areas to specified condition if eroded or otherwise disturbed after fine grading and
prior to sodding.
E. Obtain acceptance of final grading by the Architect prior to sodding.
3.04 LAYING SOD
A. Coordination: Plant trees and shrubs after final grades are established and prior to planting of
lawns.
B. Lay sod within 24 hours from time of harvesting and within 12 hours of delivery to site. Do not
plant dormant sod or if ground is frozen. Protect sod against drying and breaking of rolled
strips.
C. After soil preparation, roll the area to an evenly compacted, firm soil bed. Rework hard and soft
areas, and scarify to a depth of 3/8 inch.
D. Moisten prepared surface immediately prior to laying sod. Keep soil moist during planting.
E. Lay sod to form a solid mass with tight fitted joints. Butt ends and sides of sod strips; do not
overlap or stretch. Stagger end joint 12 inches minimum.
F. Place top elevation of sod mat 1/2 inch below adjoining edging, paving, curbs.
G. Slopes:
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1. On slopes 6 inches per foot and steeper, starting from top of slope, lay sod perpendicular
to slope and secure every row with wooden pegs at maximum 2 feet on center. Drive
pegs flush with soil portion of sod.
2. On slopes exceeding 8 inches per foot or where indicated, place mesh over topsoil.
Anchor in place with wood pegs sunk firmly in the ground.
H. Swales: In swales, starting at top of swale, lay sod perpendicular to flow line and secure every
row with wooden pegs at maximum 2 feet on center. Drive pegs flush with soil portion of sod.
I. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of
adjacent grass.
J. Water sod thoroughly with a fine spray as laying progresses and immediately after laying to
provide maximum root zone saturation. Do not lay sod which will not receive water within one
(1) hour.
K. After sod and soil have dried, roll sodded areas to ensure good bond between sod and soil and
to remove minor depressions and irregularities. Roller shall not exceed 100 pounds.
L. The contractor shall have all sod areas fine graded, prepped, and sodded with working irrigation
system no later than 6.18.10.
3.05 FIELD QUALITY CONTROL
A. Tests: Costs of tests and material analyses made by the testing agency will be borne by the
Owner when tests indicate compliance and by the Contractor when test indicated non-
compliance.
B. Reviews:
1. General: Comply with General Contract Conditions.
2. Pre-Planting Review:
a. All finish grading shall be inspected by Architect prior to sodding commencing.
Correct any discrepancies prior to sodding.
3. Substantial Completion:
a. Comply with General Contract Conditions.
b. At the time of this walk-through, the Contractor shall have :
1) Established well rooted, thick stand of grass established over 95% of the
site's limit of sodding.
2) Verified installed irrigation system is fully operational with heads properly
adjusted.
3) Cleaned all walkways and curbs of debris and litter and shall have cleaned
areas of soil and debris left from planting operations.
4. Final Completion: Comply with General Contract Conditions.
5. Closeout Documents: Comply with General Contract Conditions.
6. Start Up and Instructions: Comply with General Contract Conditions.
7. Warranty and Replacement: Comply with General Contract Conditions.
8. Post Construction Inspection: Comply with General Contract Conditions.
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329200 - 8 TURF AND GRASSES
3.06 CLEANUP
A. During landscape installation - All areas shall be reasonably clean at the end of each work day.
Sidewalks and other paved areas shall be swept or washed down as needed. Keep pavements
clean and work area in an orderly condition.
B. Project Completion: All debris, soil and trash resulting from landscape operations shall be
removed from the site. All paved areas shall be washed down.
3.07 PROTECTION
A. Protect landscape work and materials from damage due to landscape operations, operations by
other contractors and trades and trespassers.
B. Maintain protection during installation and maintenance periods. Treat, repair or replace
damaged landscape work as directed.
END OF SECTION
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SECTION 329300
PLANTING
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Examination.
B. Preparation.
C. General Planting Requirements.
D. Trees and Shrubs Planted in Individual Plant Pits or Trenches.
E. Shrubs, Perennials and Groundcovers Planted in Prepared Planting Beds.
F. Clean Up.
G. Field Quality Control.
H. Protection.
1.02 REFERENCE
A. American Standards for Nursery Stock (ANSI Z60.1 - most recent edition), American
Association of Nurserymen, Washington D.C.
B. Hortus III, L.H. Bailey Hortorium and Staff, MacMillan Co., New York, 1976.
C. Manual of Woody Landscape Plants, M.A. Dirr, Stipes Publishing Co., Champaign, Illinois,
1990.
D. A New Tree Biology, Alex L. Shigo, Shigo and Trees Associates, Durham, New Hampshire,
1986.
E. A New Tree Biology Dictionary, Alex L. Shigo, Shigo and Trees Associates, Durham, New
Hampshire, 1986.
1.03 DEFINITIONS
A. WEEDS: Includes Goatheads, Bindweed, Twitch, Dandelion, Jimsonweed, Quackgrass,
Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson
Grass, Poison Ivy, Nut Sedge, Nimble Weed, Bindweed, Bent Grass, Wild Garlic, Perennial
Sorrel, Pigweed, Kosher, and Broom Grass.
B. PLANTS: Trees, shrubs, groundcovers,annuals perennials, and bulbs specified in the plant list.
1.04 SUBMITTAL PROCEDURES
A. See Section 013000 – Administrative Requirements, for submittal procedures.
B. TOPSOIL TESTING
1. Coordinate soil testing with General Conditions.
C. CERTIFICATES
1. Submit certificates of inspection as required by governmental authorities.
3. Submit manufacturer's certified analysis packaged with standard products.
D. ANALYSIS AND STANDARDS: Wherever applicable, for non packaged materials, provide
analysis by recognized laboratory made in accordance with methods established by the
Association of Official Agriculture Chemists.
E. PLANTING SCHEDULE: Submit in accordance with General Conditions.
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329300 - 2 PLANTING
F. PLANT PHOTOGRAPHS: Submit one color photograph or color digital image of all trees over 2
inch caliper or 5 foot height for any plant materials which are located outside of 30 mile radius
of Denver for approval by Architect prior to shipment to the site or the contractor' holding yard.
G. TREE PLANTING MATERIAL SUBMITTAL: Submit 1 tree collar and 1 sample of tree wrap.
H. SAMPLES: Submit 1 quart sample of wood mulch for acceptance by Architect.
I. CONTRACTOR QUALIFICATIONS: Submit nursery and installation company qualifications in
accordance with paragraph 1.06.B this Section for acceptance by Architect.
1.05 QUALITY REQUIREMENTS
A. Comply with Section 014000
B. QUALIFICATIONS
1. Nursery: Company specializing in growing and cultivating the plants with minimum five
(5) years experience, and certified by the State of Colorado Department of Agriculture.
2. Installer: Company with minimum five (5) years successful experience in the
installation of landscape areas similar in size and complexity to this project. The
foreman shall be a Certified Landscape Technician Company shall be a member in
good standing of one of the following organizations:
a. Associated Landscape Contractors of America.
b. American Association of Nurserymen.
c. A member of the Nurserymen's Association of the state in which the work is
being performed.
C. REGULATORY REQUIREMENTS
1. Comply with regulatory agencies concerning classification, transportation, handling and
storage of plants, fertilizer, herbicide and pesticide materials.
2. Comply with regulatory agencies for fertilizer, herbicide and pesticide composition and
application.
3. Comply with the Colorado Nursery Act.
D. REJECTION OF MATERIALS
1. Evidence of inadequate or inappropriate protection after digging, transportation, or
improper handling or storage, shall be cause for rejection.
2. Architect will inspect plants for proper shipping procedures upon arrival at the
temporary storage location or the site. The Architect will reject injured plants including
those with dried out roots, broken large branches, broken, or loosened balls or earth,
split trunks or torn areas of bark.
3. The Contractor shall immediately remove and replace rejected plants.
E. PLANT LIST: Plant quantities are provided for the Contractor's convenience only. The
Contractor shall provide all plants in quantities as shown on Drawings despite any
discrepancies which may exist with quantities called for on the plant list.
1.06 DELIVERY, STORAGE AND HANDLING
A. PACKAGED MATERIALS: Deliver packaged materials in containers showing weight, analysis
and name of manufacturer. Protect materials from deterioration during delivery, and while
stored at site.
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329300 - 3 PLANTING
B. SHIPPING OF PLANTS
1. Plant Names and Labeling: Botanic and common names given in the plant list are in
conformance with standard horticultural practice in the area. Deliver all plants to the
site with tags bearing the botanical name and size as indicated in the plant list.
2. Nursery Harvesting: Provide freshly dug trees and shrubs. Do not prune prior to
delivery unless otherwise approved by Architect. Plants shall be dug and prepared for
shipment in a manner that will not cause damage to branches, shape and future
development after planting. Trunks shall be wrapped for added protection. All balled
and burlapped trees are to be dug during the appropriate time of year for the species
listed, but in no case after buds have opened or prior to fall leaf drop. Do not bend or
bind-tie trees or shrubs in such manner as to damage bark, break branches or destroy
natural shape. Wounds, scars or damage shall be grounds for rejection. Do not drop
balled and burlapped stock during delivery.
a. If necessary obtain Architect's approval to dig plants in full leaf. Spray foliage
with antidessicant such as Wilt-proof or approved equal.
3. Transportation
a. Open vehicles used to transport plants to the project shall be covered with
tarpaulins or other suitable covers securely fastened to the vehicle to prevent
damage to the plants. Closed vehicles shall be adequately ventilated to
prevent overheating of the plants. Do not remove plants from refrigerated
trucks into hot weather without allowing time for plants to adjust to heat.
b. Ship landscape materials with certificates of inspection required by governing
authorities. Comply with regulations applicable to landscape materials.
c. Keep plants moist fresh and protected at all times.
4. Contractor shall exercise care in the handling of plant materials to avoid damage or
stress.
C. ACCEPTANCE OF PLANTS AT SITE: Unless otherwise authorized by the Architect, the
Contractor shall notify the Architect at least two working days in advance of the anticipated
delivery date of any plant material. A legible copy of the bill of lading, showing the quantities,
kinds, and sizes of materials included for each shipment shall be furnished to the Architect.
D. STORAGE AND PROTECTION OF PLANTS
1. Keep plants moist fresh and protected at all times, including entire period of transit,
handling, and temporary storage.
2. Deliver trees and shrubs after preparations for planting have been completed and plant
immediately. If planting is delayed more than 6 hours after delivery, set trees and
shrubs in shade, protect from weather and mechanical damage, and keep roots moist
by covering with mulch, burlap or other acceptable means of retaining moisture.
Duration and method of storage are subject to Architect's approval. Plants shall not
remain on the site more than 3 days prior to planting unless specific authorization is
obtained by the Architect.
1.07 PROJECT/SITE CONDITIONS
A. ENVIRONMENTAL REQUIREMENTS
1. Planting Season: Planting shall occur only after June 15 and before September 15 or
as specified on the Drawings without written approval from Architect.
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2. Planting shall occur only when weather and soil conditions permit in accordance with
locally accepted practice. Do not plant during periods of prolonged cold or heat, or
during excessively wet or dry periods.
B. EXISTING CONDITIONS
1. Existing Plants: Do not damage any existing plantings indicated to remain. Plant areas
after final grades are established in accordance with Section 329000, unless otherwise
directed by the Architect.
2. Utilities: Determine location of underground utilities. Perform work in a manner to
avoid possible damage. Hand excavate, as required.
3. Excavation: Maintain grade stakes set by others until removal is mutually agreed upon
by parties concerned. When conditions detrimental to plant growth are encountered,
such as rubble fill, adverse drainage conditions, noxious materials or obstructions,
notify Architect before planting.
1.08 SEQUENCING AND SCHEDULING
A. WORK SCHEDULING: Proceed with and complete landscape work as rapidly as portions of
the site become available, working within the specified planting season and approved schedule.
B. COORDINATION
1. Coordinate with Contractor's work requiring access to site through planting areas.
2. Coordinate with installation of underground irrigation system and outlets.
3. Coordinate Planting with Seeded and Sodded Areas: Plant trees and shrubs after final
grades are established and prior to seeding and sodding, unless otherwise acceptable
to Architect. If planting occurs after seeding or sodding, protect areas and promptly
repair damage resulting from planting operations.
4. Coordinate planting to provide maintenance up to date of Substantial Completion in
accordance with Paragraph 1.10 this Section.
1.09 WARRANTY AND REPLACEMENT
A. WARRANTY: See Section 017800 – Closeout submittals, for additional warranty requirements.
B. PLANT WARRANTY CONDITIONS: Warranty all plants against defects due to any cause
including animals, except vandalism and acts of God for a period of one year from final
acceptance. The following warranty conditions apply:
1. Replant when plants are no longer in a satisfactory growing condition as determined by
the Architect for the entire warranty period.
2. If plants fail after having been replaced previously, plant shall be replaced until it is
approved. Replacement plants shall be of the same kind, condition and quality as
original plants and subject to all requirements in this specification.
3. Plants shall be healthy, and in flourishing condition at the end of the warranty period.
Plants shall be free of dying branches and branch tips, and shall bear foliage of normal
density, size and color.
4. All expenses incurred in the replacements shall be borne by the Contractor.
5. Make replacements within seven days of notification by Architect.
C. POST CONSTRUCTION INSPECTION (REVIEW FOR FINAL WARRANTY COMPLIANCE):
Comply with Division 1 requirements.
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Municipal Parking Lot
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329300 - 5 PLANTING
1.10 MAINTENANCE
A. GENERAL: Maintain plants by watering, fertilizing, pruning, restoring planting saucers,
tightening and repairing stake supports, resetting trees and shrubs to proper grades or vertical
position as required, spraying as required to keep trees and shrubs free of
insects/disease/animals, cultivating and weeding as required for healthy growth or as directed
by the Architect.
1. Monitor watering of plants and lawns to verify overwatering is not causing stress to
trees.
2. Tree Wrap
a. Apply a coating of insecticide and fungicide to the tree trunk area to be
wrapped.
b. Apply wrap to overlap 1 1/2" from ground line up to the lowest branch. Wrap
trunks in late fall (approximately November 15).
c. Tie securely in at least five places with jute twine, placed at least 12" apt.
d. Remove tree wrap the beginning of the growing season (approximately April
17).
e. Do not wrap cottonwoods (Populus spp.).
B. MAINTENANCE PERIOD: Begin maintenance immediately after planting. Maintain plants in
accordance with Section 329350. If necessary sub-areas may be deemed to have achieved
Substantial Completion to allow maintenance period to begin in that area.
PART 2 – PRODUCTS
2.01 SOIL AMENDMENTS
A. COMPOST: Non-sludge Class 1 Compost in compliance with Colorado Department of Public
Health and Environment Regulation 64. Supplier: A1 Organics, 16350 WCR 76, Eaton, CO
80615, (970) 454-3492, or approved equal.
2.02 COMMERCIAL FERTILIZER
A. ORGANIC FERTILIZER: Provide fertilizer of neutral character, with some elements derived
from organic sources and containing the percentages of available plant nutrients given below.
Deliver fertilizers to the site fully labeled according to applicable state fertilizer laws and bearing
the name, tradename, trademark and warranty of the supplier. Fertilizers which are mixed into
soil shall be:
1. Biosol Forte organic granular fertilizer consisting of 96% fungal biomass (dry
mycelium), 4% water. N-P-K Analysis: 7-2-1.
Guaranteed analysis shall conform to amendment requirements as given in Part 3 of this
Section.
a. Manufacturer: Rocky Mountain Bio Products. Supplied by Bowman/Revex,
14440 Mead Court, Longmont, CO 80504. Ph. (970) 535-0863, Fax. (970)
535-0866, or approved equal.
2. Bone Meal: Commercial, raw, finely ground ; 4% nitrogen and 20% phosphoric acid.
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329300 - 6 PLANTING
B. INORGANIC FERTILIZERS: None.
2.03 WATER
A. Clean, potable and free of substances or matter which could inhibit vigorous growth of plants.
B. Available on-site at no expense to Contractor. Landscape Contractor is responsible for
coordination of water needs for watering and irrigation water with the Owner.
2.04 GENERAL PLANT REQUIREMENTS
A. HEALTH: Plant materials provided shall:
1. Be healthy and vigorous.
2. Be free from disease, injury, insects and their eggs, larvae.
3. Have a well developed fibrous root system.
4. Be free of physical damage such as scrapes, broken or split branches, scars, bark
abrasions, sun scalds, fresh limb cuts, disfiguring knots, or other defects.
5. Be free of weed roots.
B. SIZE AND FORM: Plant materials provided shall:
1. Meet the sizes indicated on the Plant List. Where a size or caliper range is stated, at
least 50% of the plants shall be closer in size to the top of the stated range. Plants
larger or smaller than specified may be used only if accepted by the Architect.
2. Meet the requirements of the reference standards for size, branching, condition, ball
size, number of canes and all other conditions particular to each species.
3. Be well branched and proportioned with respect to height and width relationships, and
characteristic of the exact type called for in the plant list.
C. BALLED AND BURLAPPED PLANTS: Nursery grown stock adequately balled with firm, natural
balls of soil in sizes and ratios in accordance with the reference standards. Balls shall be firmly
wrapped with non-treated burlap, secured with wire or jute. Broken balls will not be accepted.
D. CONTAINER GROWN PLANTS: Nursery grown in fibrous, plastic or metal containers and
shall have sufficient roots to hold the entire soil mass together after container removal without
being root-bound.
E. COLLECTED PLANTS: Plants collected from native stands or established plantings which
have a root system greater than roots of nursery grown plants. Collected plants require a larger
root ball than recommended for transplanted nursery stock as specified in reference standards.
Collection tags shall be attached to each plant as required by regulatory agencies.
F. SPADED PLANTS: Plants shall be dug with tree spade and directly planted on site, or
temporarily burlapped and placed in a wire basket while plant pit is hand dug on site. Size of
tree spade in proportion to plant shall be as specified in reference standard for collected plants.
G. OPTIONS: If all other requirements are met, a balled and burlapped plant may be substituted
for a container grown plant of the same or larger size at the Contractor's option upon
acceptance of the Architect.
H. Architect shall inspect and tag all deciduous and evergreen trees at tree sources, within 30
miles of Denver, prior to digging and shipment to site. Approval of plant material from sources
outside the 30 mile radius shall be reviewed in accordance with paragraph 1.04.F this Section.
I. SUBSTITUTIONS: Do not make substitutions: If specified landscape material is not
obtainable, submit proof of non-availability to Architect together with proposal for use of
equivalent material for review and acceptance by Architect.
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Municipal Parking Lot
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329300 - 7 PLANTING
2.05 DECIDUOUS TREES AND SHRUBS
A. Provide plants of height, size, condition and recommended branching configuration scheduled.
Trees shall be uniformly shaped, quality plants with single leader, and evenly distributed
branching in all directions.
B. If in leaf, trees shall be fully leafed-out with healthy, full and vigorous growth. Leaf damage
caused by insects, hail and/or transplant shock shall be cause for rejection. If dormant, tree
shall have pliable, green twigs and viable buds to indicate the healthy condition of plants, as
appropriate to the species.
C. Adjacent plants of the same variety and size shall be consistent in size, shape, and overall
appearance. Particular emphasis will be placed on this requirement for trees which occur in a
straight row or otherwise formal relationship.
D. Trees with included bark will not be accepted.
2.06 EVERGREEN TREES AND SHRUBS
A. Provide plants of height, size, condition and recommended branching configuration scheduled.
Trees shall be uniformly shaped, quality plants with single leader and evenly distributed
branching.in all directions.
B. Coniferous trees shall be heavily branched, full needled, low branching, specimen quality
plants. Evidence of dormant buds and secondary needles shall be present. Damage caused
by excessive pruning, insect infestation, galls or other plant disorders or damage shall be cause
for rejection. Container grown evergreens will be acceptable subject to paragraph 2.04.D this
Section.
C. Adjacent plants of the same variety and size shall be consistent in size, shape, and overall
appearance. Particular emphasis will be placed on this requirement for trees which occur in a
straight row or otherwise formal relationship.
2.07 GROUND COVERS, VINES AND PERENNIALS
A. Provide plants established and well-rooted in removable containers or integral peat pots with
not less than minimum number and length of canes, runners or blades as required by the
reference standard.
2.08 ACCESSORIES
A. TREE STAKES: Two-inch diameter lodgepole stake, straight and true, treated for resistance to
rot, 8 foot length. Or Metal T-stakes, 8 foot length.
B. STAKING WIRE: Annealed, galvanized steel, 2-strand, twisted, pliable, 12 gauge wire.
C. TREE COLLAR: Non-stretch fabric with grommets, 1.5 inch wide by 12 inches length.
1. Supplier: Central Bag and Burlap Co., 2715 Blake Street, Denver, CO 80205,
(303)297-9955, or approved equal.
D. WRAPPING MATERIAL: First quality 4 inch wide, bituminous impregnated tape, corrugated or
crepe paper, specifically manufactured for tree wrapping and having qualities to resist insect
infestation.
E. PVC: 24” x 3/4" diameter PVC pipe.
F. TREE STRAPS FOR TREES IN SOUTH PLANTER: RBK-strap-88 Kit (for trees up to 6” dia.)
Foresight Products, 6430 East 49th Drive, Commerce City, CO 80022. Phone 303.286.8955.
G. Stainless Steel eyebolts.
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Municipal Parking Lot
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329300 - 8 PLANTING
PART 3 - EXECUTION
3.01 EXAMINATION
A. VERIFICATION OF CONDITIONS: Examine areas and conditions under which the Work of this
Section will be performed. Report unsatisfactory or questionable conditions to the Architect.
Do not proceed with the Work until unsatisfactory conditions have been corrected.
Commencement of Work implies acceptance of all areas and conditions.
1. Verify that during grading, topsoil spreading and landscape grading operations, the
ground surface was cleaned of materials which might hinder final operations.
3.02 PREPARATION
A. PROTECTION: Protect areas in accordance with paragraph 3.08 this Section.
B. LAYOUT: Stake locations of individual plants and outline areas for multiple plantings. Secure
Architect's approval prior to starting Work.
3.03 GENERAL PLANTING REQUIREMENTS
A. PLANTING SEASON: Plant in accordance with paragraph 1.07.A this Section.
3.04 TREES AND SHRUBS PLANTED IN INDIVIDUAL PLANT PITS OR TRENCHES
A. EXCAVATION FOR TREES AND SHRUBS IN INDIVIDUAL PLANT PITS OR TRENCHES
1. Excavate pits, beds and trenches with sides shaped and sized as detailed. Scarify
subsoil on bottom and sides of excavation.
2. In tree pits without tree pit drains, fill each pit with water to test drainage. Pits shall
drain within 24 hours.
a. In the event non-draining soil is encountered, recommend to the Architect
method to achieve subsurface drainage from details on the Drawings.
b. Drainage system shall be approved by Architect prior to installation.
c. Payment for subsurface drainage not included in the original Drawings shall be
in accordance with the unit price submitted during base bid.
3. For balled and burlapped and container grown stock, excavate as shown on the
Drawings. Adjust excavation to size of container width and depth, shaping excavation
as indicated.
4. Preserve soil removed from tree and shrub planting excavations for reuse as tree and
shrub planting soil.
B. SOIL PREPARATION FOR TREES AND SHRUBS IN INDIVIDUAL PLANT PITS
1. Clean soil in plant pits of roots, plants, sods, stones over 1.5 inches, clay lumps,
asphaltic materials, concrete, metal and wire fragments and other extraneous materials
harmful or toxic to plant growth. Remove contaminated subsoil.
2. Mix soil amendments with soil from pit at rates specified below:
70% soil from pit by volume
30% compost by volume
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3. Uniformly mix planting soil mix, turning several times to achieve a uniform, evenly
blended consistency, free of all pockets of unblended materials and any clods or
stones greater than 1.5 inches in their greatest dimension.
C. PLANTING TREES AND SHRUBS IN INDIVIDUAL PLANT PITS
1. Plant container grown and balled and burlapped (B&B) material in same manner except
where noted.
2. Place planting soil mix in pit and compact to depth which will place top of rootball at
specified height above surrounding grade. Set plants slightly high, as detailed and
accepted by the Architect.
3. Set plant on layer of compacted planting soil mix, plumb and in center of pit or trench
with top of ball at required elevation.
4. Place plant for best appearance for review and final orientation by the Architect.
5. Remove non-biodegradable root containers.
a. Wire Baskets: Cut and remove wire baskets.
b. Containers: Cut container cans on 2 sides with an approved can cutter;
remove container so as not to damage root balls; A spade shall not be used.
6. When set, place additional backfill around base and sides of root ball, and work each
layer to settle backfill and eliminate voids and air pockets. When excavation is
approximately 2/3 full, water thoroughly . Repeat watering until no more is absorbed.
7. Place remaining planting soil mix and tamp firmly. Water again after placing final layer
of planting soil mix.
8. Dish top of backfill to allow for mulching as indicated.
9. Unless otherwise directed by Architect, do not cut tree leaders and remove only injured
or dead branches from trees and shrubs, if any. Make flush cuts perpendicular to the
secondary branches being removed in accordance with the References.
10. Remove and replace excessively pruned or stock.
11. Stake trees immediately after planting, as detailed using stakes or guying as noted on
planting plan. Set trees plumb. Wrap all trees in fall except for Populus species.
3.05 TREES, SHRUBS, PERENNIALS GROUNDCOVERS AND BULBS PLANTED IN PREPARED
PLANTING BEDS AND PLANTERS
A. SOIL PREPARATION FOR SHRUBS, PERENNIALS AND GROUNDCOVERS PLANTED IN AT
GRADE PREPARED PLANTING BEDS
1. Prior to placing imported topsoil mix, disc or scarify existing subsoil in planting beds to a
minimum depth of 6 inches or to a depth as indicated in drawings using a cultimulcher
or similar equipment. Remove roots, plants, sods, stones over 1.5 inches, clay lumps,
asphaltic materials, concrete, metal and wire fragments and other extraneous materials
harmful or toxic to plant growth. Remove contaminated subsoil.
2. Soil Preparation for Planting Beds
a. 1.) Organics: Apply 5 cubic yards per 1,000 square feet of compost by
volume.
2.) Fertilizer: Apply 25 pounds of Biosol Forte organic granular fertilizer
per 1,000 square feet. Verify application rate after reviewing soils
analysis.
3.) Substantiate quantities with delivery tickets and empty manufacturer's
bags on a daily basis to Architect.
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329300 - 10 PLANTING
b. Incorporate 50% of the required organic amendments and fertilizer.
Thoroughly rototill into existing subsoil to a depth of 5 inches to achieve a
uniform, evenly blended consistency free of all pockets of unblended materials
and any clods or stones greater than 1.5 inches.
c. Spread imported topsoil mix in accordance with Section 02923 over amended
subsoil in all planting bed areas. Remove roots, plants, sods, stones over 1.5
inches, clay lumps, asphaltic materials, concrete, metal and wire fragments and
other extraneous materials harmful or toxic to plant growth.
d. Incorporate remaining 50% of the required organic amendments and fertilizer
with topsoil mix. Rototill to a depth of 7 inches. Apply and rototill in fertilizer no
more than 48 hours before planting.
e. Fill prepared planting bed with water and allow to percolate out before planting.
If water does not drain out in 24 hours, notify Architect.
1.) In the event non-draining soil are encountered, recommend to Architect
method to achieve subsurface drainage.
2.) Drainage system shall be approved by Architect prior to installation.
f. Total depth of soil mixture shall be a uniform 10 inches in all planting beds after
light rolling and natural settlement or as indicated in drawings. Compact soil in
planting beds to 90% in accordance with specifications.
B. SOIL PREPARATION FOR PLANTERS
1. Soil Mix for Planters
a.) Imported topsoil mix
b.) Fertilizer: Apply 25 pounds of Biosol organic granular fertilizer per
1,000 square feet. Verify application rate after reviewing soils analysis.
c.) Soil pH range: 5.5. to 7. Add amendments if necessary.
d.) Substantiate quantities with delivery tickets and empty manufacturer's
bags on a daily basis to Architect.
2. Fill planters in accordance with the Drawings. Fill planters no more than 48
hours before planting. Compact soil in planters to 90% in accordance with
specifications.
C. PLANTING SHRUBS, GROUND COVERS, VINES, AND PERENNIALS IN PREPARED
PLANTING BEDS AND PLANTERS
1. Plant container grown and balled and burlapped (B&B) material in same manner except
where noted.
2. Space plants as shown on the Drawings.
3. Place plant for best appearance for review and final orientation by the Architect.
4. Plant trees with tree anchor straps in accordance with details and manufacturer’s
instructions.
5. Use CMU bock under rootball to set top of rootball level with finish grade of soil in
planter.
6. Remove non-biodegradable root containers, including wire baskets. Cut container cans
on 2 sides with an approved can cutter; remove stock so as not to damage root balls. A
spade shall not be used.
7. Dig holes large enough to allow for rootball container and backfill with amended soil in
the plant beds or soil mix in planters.
8. Work soil around roots to eliminate air pockets and leave a slight saucer indentation
around plants to hold water. Water thoroughly after planting, taking care not to cover
crowns of plants with wet soils.
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9. Dish top of backfill to allow for mulching as indicated.
10. Unless otherwise directed by Architect, remove only injured or dead branches from
shrubs, if any. Make flush cuts perpendicular to the secondary branches being
removed.
11. Remove and replace excessively pruned or stock.
3.06 FIELD QUALITY CONTROL
A. TESTS: Costs of tests and material analyses made by the testing agency will be borne by the
Owner when tests indicate compliance and by the Contractor when test indicated non-
compliance.
B. REVIEWS
1. Pre-Planting Review
a. Plant Procurement Inspection
1.) Contractor shall notify Architect upon selection of all trees and shall
designate source and location for inspection. Proposed materials shall
be flagged by the Contractor to facilitate inspection.
2.) Architect may choose to attach his seal to each tree or to
representative samples. Inspection and/or sealing of plants by the
Architect at the source does not preclude his rejection of trees for
improper handling, transportation, storage, damage, insects or disease
or otherwise not meeting this specification at the site of planting.
3.) Do not ship trees to site without the Architect's approval.
b. Plant Inspection
1.) All plant materials must be inspected by the Architect at supplier's or
contractor's nursery and at the site before planting commences. Tag
acceptable plant material with Contractor's numbered tag and verify upon
arrival at the project site. Notify Architect 48 in advance to request inspection
of plant material. Any materials planted prior to acceptance are subject to
rejection. Inspection of plant materials may be sequenced by major planting
areas to accommodate efficient planting operations. All rejected materials must
be removed from the site, replaced and re-inspected before any additional
inspections are made.
2.) The Architect may elect to inspect trees and shrubs at place of growth
before planting, for compliance with requirements for genus, species,
variety, size and quality. Architect retains the right to further inspect
trees and shrubs for size and conditions of balls and root systems,
insects, injuries and latent defects, and to reject unsatisfactory or
defective material at any time during progress of work.
3.) If, in the opinion of the Architect, there is probable cause to suspect
root damage, root binding, or disease conditions in the container stock
plants, the Contractor will remove the container for the Architect's
inspection before planting.
c. Grading: All finish grading shall be inspected by Architect prior to planting
commencing. Correct any discrepancies prior to planting.
d. Staking: Stake all tree and shrub locations with flags. Architect shall inspect
the staked locations before digging shall occur. The Contractor shall give the
Architect 48 hours notice to request inspection of staked locations.
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2. Substantial Completion
a. At the time of this walk-through, the Contractor shall have:
1.) Established all planted areas free of weeds, and neatly cultivated. All
plant basins shall be in good repair. Pruning shall be completed.
2.) Verified installed irrigation system is fully operational with heads
properly adjusted.
3.) Cleaned all walkways and curbs of debris and litter and shall have
cleaned areas of soil and debris left from planting operations.
3.07 CLEANUP
A. DURING LANDSCAPE INSTALLATION - All areas shall be reasonably clean at the end of each
work day. Sidewalks and other paved areas shall be swept or washed down as needed. Keep
pavements clean and work area in an orderly condition.
B. PROJECT COMPLETION: All debris, soil and trash resulting from landscape operations shall
be removed from the site. All paved areas shall be washed down. All tags shall be removed
from plant material.
3.08 PROTECTION
A. Protect landscape work and materials from damage due to landscape operations, operations by
other contractors and trades and trespassers.
B. Maintain protection during installation and maintenance periods. Treat, repair or replace
damaged landscape work as directed.
END OF SECTION
Heery Proj. No. 1302615
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329350 - 1 LANDSCAPE MAINTENANCE
SECTION 329350
LANDSCAPE MAINTENANCE
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Tree and Plant Maintenance.
C. Irrigation System Maintenance.
D. Clean Up.
E. Protection.
1.02 REFERENCE
A. American Standards for Nursery Stock (ANSI Z60.1 - most recent edition), American
Association of Nurserymen, Washington D.C.
B. Hortus III, L.H. Bailey Hortorium and Staff, MacMillan Co., New York, 1976.
C. Manual of Woody Landscape Plants, M.A. Dirr, Stipes Publishing Co., Champaign, Illinois,
1990.
D. A New Tree Biology, Alex L. Shigo, Shigo and Trees Associates, Durham, New Hampshire,
1986.
E. A New Tree Biology Dictionary, Alex L. Shigo, Shigo and Trees Associates, Durham, New
Hampshire, 1986.
F. USDA Soil Conservation Service, Technical Guide, Section IV, Standards and Specifications,
Critical Area Planting (342), July 1981.
G. ASPA (American Sod Producers Association) - Guideline Specifications to Sodding.
1.03 DEFINITIONS
A. WEEDS: Includes Goatheads, Bindweed, Twitch, Dandelion, Jimsonweed, Quackgrass,
Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson
Grass, Poison Ivy, Nut Sedge, Nimble Weed, Bindweed, Bent Grass, Wild Garlic, Perennial
Sorrel, Pigweed, Kosher, and Broom Grass.
B. PLANTS: Trees, shrubs, groundcovers,annuals, perennials, and bulbs specified in the plant
list.
1.04 SUBMITTAL PROCEDURES
A. See Section 013000 Administrative Requirements, for submittal procedures.
B. Submit in typewritten form:
1. Maintenance company qualification for acceptance by Architect prior to commencing
Work. Include hourly rates for maintenance personnel. Submit 2 weeks prior to Final
Acceptance walk-through.
2. Procedures which Contractor shall complete during the maintenance period.
a. Include proposed herbicide, insecticides, fertilizers, and any other chemical
treatment to the Architect for review and approval prior to commencing Work.
3. Procedures to be established by the Owner, upon completion of maintenance period,
for one year maintenance of landscape. Submit prior to the expiration of the
maintenance period.
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329350 - 2 LANDSCAPE MAINTENANCE
1.05 QUALITY REQUIREMENTS
A. Comply with Section 014000.
B. QUALIFICATIONS
1. Maintenance Company: The work of this Section shall be the responsibility of the
landscape subcontractors ONLY. This Section may be performed by the landscape
subcontractor or his sub-subcontractor. Company shall be a member in good standing
of one of the following organizations:
a. Associated Landscape Contractors of America.
b. American Association of Nurserymen.
c. A member of the Nurserymen's Association of the state in which the work is
being performed.
2. Work Force: Contractor's representative shall be experienced in the maintenance and
repair of all types of plantings and irrigation systems which are part of this Contract.
3. Include all aspects of landscape maintenance in coordination with community college
staff, owner standard specifications, related documents and sections.
C. REGULATORY REQUIREMENTS
1. Comply with regulatory agencies concerning classification, transportation, handling and
storage of plants, fertilizer, herbicide and pesticide materials.
2. Comply with regulatory agencies for fertilizer, herbicide and pesticide composition and
application.
3. Licenses and Taxes:
a. Licenses: Contractor shall obtain and pay for all licenses required by city,
county, state and federal governments that are necessary for the legal conduct
of his business.
b. Taxes: Contractor shall pay all applicable taxes, including sales taxes on
materials supplied.
PART 2 - PRODUCTS
2.01 MATERIALS
A. MATERIALS: All materials used in maintenance and repair shall conform to these
Specifications or shall be otherwise accepted by the Owner. No overnight on-site storage.
PART 3 - EXECUTION
3.01 GENERAL
A. GENERAL: Furnish all supervision, labor, material, equipment and transportation required to
maintain the planting and irrigation system called for under this Contract, in an attractive,
healthy, operable condition for a period of 30 days from the date of Substantial Completion
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including coordination with the Owner. Contractor shall be responsible for all maintenance and
shall provide winter watering as needed to insure healthy, vigorous plant growth.
B. PRE-MAINTENANCE INSPECTION: Schedule pre-maintenance inspection prior to the
beginning of the warranty period in accordance with Sections 328400, and 329300.
C. NOTIFICATION TO OWNER: The Contractor shall be responsible for any deficiency of
operations, and shall notify the Owner in writing prior to flagging and chemical applications.
D. RECORD LOG: A comprehensive record of activity shall be kept including date, type of activity,
applied chemicals, tasks completed, irrigation system check, noticed deficiencies and personnel
on site
3.02 TREE AND PLANT MAINTENANCE
A. WATERING: Maintain large enough water basin around plants so that enough water can be
applied to establish moisture through the major root zone. When hand watering, use a water
wand to break the water force. Utilize mulches to reduce evaporation and watering frequency.
Contractor is responsible for all winter water requirements.
B. PRUNING: None required except at time of planting and as needed to correct damage.
C. STAKES AND GUYS: Inspect regularly to prevent girdling of trunks or branches and to prevent
rubbing which might cause bark wounds. Remove and replace stakes and guys as directed by
the Owner's Representative.
D. WEED CONTROL: Maintain tree and shrub basins free of weeds and grasses on a weekly
basis using a pre-approved herbicide. Frequent soil cultivation which might destroy shallow
roots is not permitted. Apply approved pre-emergent herbicide to shrub beds in the spring.
Use of mulches to prevent seed germination is permitted.
E. INSECTS AND DISEASE CONTROL: Control insects and disease as necessary to prevent
damage to the health or appearance of plants. Use only approved materials and methods.
F. REPLACEMENT OF PLANTS: Replace plant material during the warranty period in
accordance with Section 329300. Remove dead and dying plants and replace with plants of
equal size, condition and variety of original planting. Make replacements within 7 days of
notification from Owner except as prohibited by season and authorized by the Owner, and
remove rejected plants within 7 days of notice.
G. TREE PROTECTION: Remove and/or apply tree wrap starting wrap from the bottom up. Wrap
all trees, except for Cottonwoods (Populus spp.).
1. Apply a coating of insecticide and fungicide to the tree trunk area to be wrapped.
2. Apply wrap to overlap 1 1/2" from ground line up to the lowest branch. Wrap trunks in
late fall (approximately November 15).
3. Tie securely in at least five places with jute twine, placed at least 12" apt.
4. Remove tree wrap the beginning of the growing season (approximately April 15).
H. WINTER WATERING:
1. The Contractor’s maintenance crew shall water all plant materials once each month
during December, January, February and March. This watering shall be at a minimum,
provide 0.5” of water for seeded areas as well as deep-root watering for trees and
shrubs.
2. Winter watering shall occur from sillcocks at the building and must include the cost of
supplying all necessary hoses and fittings. If sillcocks are frozen or cannot be
activated, Contractor shall utilize a water truck.
I. EMERGENCY REPAIRS: Contractor shall be available to the Owner at any time during the
maintenance period to perform emergency repairs that may be necessary. Costs will be
negotiated by the Owner and the Contractor at the time based on Contractor's submitted hourly
rates.
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329350 - 4 LANDSCAPE MAINTENANCE
J. MULCH REPLACEMENT: Contractor shall replace rock and wood mulch to maintain original
specified depths.
K. FERTILIZATION: Fertilize trees and shrubs by means of foliar application of an approved water
soluble fertilizer. Submit fertilizer specifications to Architect for approval. Fertilize trees and
shrubs at the following times when they occur during the maintenance period:
1. June.
2. Early August.
3.03 TURF MAINTENANCE
A. MOWING AND EDGING: Mow, trim edges of curbs and walks. Pick up trash before each
mowing. Vacuum or Blow off and remove clippings from walks and streets. Mowing schedule
to be reviewed by and coordinated with the Owner. Remove grass clippings from the premises.
Trimming up of lower branches of trees and shrubs for ease of maintenance is not permitted.
Mow areas as follows:
1. Native seed areas: To control weed, mow native seeded areas 3 times during growing
season when seed heads reach 8-10”. Cutting height to be 4-6”. Adjust frequency to
ensure weeds do no flower. Mow prior to flowering of weeds.
B. WATERING: Water lawns at such frequency as weather conditions require to replenish soil
moisture below the root zone. Watering shall only be done in the evening hours. Normal
watering may entail as much as 1 1/2" of water weekly in hot weather. Winter water plants and
turf areas as required.
C. WEED CONTROL: Conduct a weekly site inspection of seeded areas. Use selective herbicides
as accepted by Owner. Follow all manufacturer's recommendations and precautions.
D. INSECT AND DISEASE CONTROL: Conduct a weekly site inspection of seeded areas. Apply
necessary insecticides and fungicides as condition of seeded areas requires and as approved
by the Owner.
E. CLEAN-UP: Clean-up trash, litter and debris at least once per week.
3.04 IRRIGATION SYSTEM MAINTENANCE
A. Refer to Irrigation Section for additional maintenance requirements.
B. REVIEWS AND REPAIRS: Check all systems for proper operation after each mowing. Make
all repairs before the next watering cycle. Any damage caused to the system by Contractor's
operations shall be repaired at no cost to the Owner.
1. Correct any repairs needed as a result of improper winterization or negligence due to
the Contractor at no additional cost to the Owner.
C. CONTROLLER PROGRAMMING: Program the irrigation controller including schedule, cycles,
amount of water, etc. Review watering schedule with Owner.
1. Take extra care to balance the requirements of trees, shrubs and lawns which are in
the same vicinity. Adjust watering timing and rates frequently to insure the health of
each type of plant material. Adjust sprinkler nozzle settings and sizes to refine
application rates in specific areas as necessary.
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329350 - 5 LANDSCAPE MAINTENANCE
3.05 PLANT REPLACEMENT
A. PLANT REPLACEMENT: Replace plants lost due to theft, vandalism, animals, or accidental
damage by others after Final Acceptance.
3.06 CLEANUP
A. DURING LANDSCAPE MAINTENANCE: All areas shall be reasonably clean at the end of each
work day. Sidewalks and other paved areas shall be swept or washed down as needed. Keep
pavements clean and work area in an orderly condition.
3.07 PROTECTION
A. Protect landscape work and materials from damage due to landscape operations, operations by
other contractors and trades and trespassers.
B. Treat, repair or replace damaged landscape work as directed.
C. Protect adjacent pavements from fertilizer staining.
END OF SECTION
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329400 - 1 PLANTING ACCESSORIES
SECTION 329400
PLANTING ACCESSORIES
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Examination.
B. Preparation.
C. Wood Mulch
D. Landscape Edging.
E. Boulders
F. Field Quality Control.
G. Clean Up.
H. Protection.
1.02 REFERENCES
A. ASTM D1557 - Test Method for Moisture-Density Relations of Soils and Soil-Aggregate
Mixtures Using 10-lb Rammer and 18-inch Drop.
B. ASTM C117 - Test Method for Materials Finer than No.200 (75-um) Sieve in Mineral
Aggregates by Washing.
C. ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates.
D. ASTM D1557 - Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 10-lb.
Rammer and 18-in. Drop.
E. ASTM D4318 - Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils.
1.03 DEFINITIONS
A. WEEDS: Includes Goatheads, Bindweed, Twitch, Dandelion, Jimsonweed, Quackgrass,
Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass,
Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson
Grass, Poison Ivy, Nut Sedge, Nimble Weed, Bindweed, Bent Grass, Wild Garlic, Perennial
Sorrel, and Broom Grass.
1.04 SUBMITTAL PROCEDURES
A. See Section 013000 – Administrative Requirements, for submittal procedures.
B. DESCRIPTIVE PRODUCT DATA: Submit catalog cuts, brochures, and analyses of any
manufactured items.
C. CERTIFICATES
1. Submit certificates of inspection as required by governmental authorities.
2. Submit manufacturer's certified analysis packaged with standard products.
D. ANALYSIS AND STANDARDS: Wherever applicable, for non packaged materials, provide
analysis by recognized laboratory made in accordance with methods established by the
Association of Official Agriculture Chemists.
E. MULCH SUBMITTAL: Submit 1 quart sample of each mulch type to be installed including
sample of existing mineral mulch, full color range. Submit sample of existing mulch used on
site. Obtain Architect's approval prior to bulk delivery to site.
Heery Proj. No. 1302615
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329400 - 2 PLANTING ACCESSORIES
1.05 QUALITY REQUIREMENTS
A. Comply with Section 014000.
B. REGULATORY REQUIREMENTS: Comply with regulatory agencies concerning classification,
transportation, handling and storage of landscape materials.
1.06 DELIVERY, STORAGE AND HANDLING
A. Comply with Section 014000.
B. PACKAGED MATERIALS: Deliver packaged materials in containers showing weight, analysis
and name of manufacturer. Protect materials from deterioration during delivery, and while
stored at site.
C. MULCH: Exercise care in the storage of mulches on site to avoid mixing soil with mulch.
D. REJECTION OF MATERIAL
1. Evidence of inadequate protection or improper handling or storage, shall be cause for
rejection.
2. Any product or material exhibiting signs of damage due to nonconformity to
specifications or due to delivery, storage or handling shall be rejected by the Architect.
Contractor shall be responsible for hauling off-site and disposing of according to
general conditions and codes of the governing jurisdiction.
1.07 PROJECT/SITE CONDITIONS
A. ENVIRONMENTAL REQUIREMENTS: Work shall occur only when weather and soil conditions
permit in accordance with locally accepted practice.
B. EXISTING CONDITIONS
1. Existing Plants: Do not damage any existing plantings indicated to remain.
2. Utilities: Determine location of underground utilities. Perform work in a manner to
avoid possible damage. Hand excavate, as required.
3. Excavation: Maintain grade stakes set by others until removal is mutually agreed upon
by parties concerned.
1.08 SEQUENCING AND SCHEDULING
A. WORK SCHEDULING: Proceed with and complete landscape work as rapidly as portions of
the site become available, working within the specified planting season and approved schedule.
1.09 WARRANTY AND REPLACEMENT
A. WARRANTY: See Section 017800 – Closeout Submittals, for additional warranty requirements.
1.10 MAINTENANCE
A. GENERAL: Maintain Work in accordance with standard industry practice and in accordance
with Section 329350 Landscape Maintenance, or as directed by the Architect.
B. MAINTENANCE PERIOD: Begin maintenance immediately after Work is completed. Maintain
areas in accordance with Section 329350 Landscape Maintenance.
Heery Proj. No. 1302615
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Municipal Parking Lot
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329400 - 3 PLANTING ACCESSORIES
PART 2 - PRODUCTS
2.01 WATER
A. Clean, potable and free of substances or matter which could inhibit vigorous growth of plant
material.
B. Available on-site at no expense to Contractor. Landscape Contractor is responsible for
coordination of water needs for watering and irrigation water with the Owner.
2.02 WOOD MULCH
A. Natural ‘Gorilla Hair’ shredded, redwood fiber mulch, free from deleterious materials and
suitable for top dressing of trees, shrubs and ground covers. Mulch shall be of a long fibrous
nature capable of matting together and interlocking when moistened and settled.
B. Submit samples prior to delivery to the site in accordance with paragraph 1.04.E this Section.
C. SUBSTITUTIONS: Do not make substitutions: If specified wood mulch is not obtainable,
submit proof of non-availability to Architect together with proposal for use of equivalent material
for review and acceptance by Architect.
2.03 LANDSCAPE EDGING
A. STEEL EDGING: 14 gauge x 4 inches deep Duraedge galvanized, roll-top steel edging with
stakes placed 3 feet on center, or approved equal. Provide steel edging in all locations shown
on the drawings.
1. If lawn edging is used around the exterior of the structure, it should be perforated to
prevent ponding of surface water in the vicinity of backfill soils. Provide ½” diameter
holes 12” o.c. located at mid-height of edging to provide drainage.
B. MANUFACTURER: JD Russell Company, (800) 888-7425. www.jdrussellco.com.
2.04 BOULDERS
A. BOULDERS: Available from Town of Vail stockpile. Coordinate with Town of Vail on stockpile
location and availability. Refer to drawings for boulder sizes and locations.
PART 3 - EXECUTION
3.01 EXAMINATION
A. VERIFICATION OF CONDITIONS: Examine areas and conditions under which the Work of this
Section will be performed. Report unsatisfactory or questionable conditions to the Architect.
Do not proceed with the Work until unsatisfactory conditions have been corrected.
Commencement of work implies acceptance of all areas and conditions.
1. Verify that during grading, topsoil spreading and landscape grading operations, the
ground surface was cleaned of materials which might hinder final operations.
3.02 PREPARATION
A. PROTECTION: Protect areas in accordance with paragraph 3.08 this Section.
B. All areas within the limits of planting shall be seeded, sodded, planted with trees, shrubs,
groundcovers, perennials or mulched as indicated on the Drawings and Specifications.
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329400 - 4 PLANTING ACCESSORIES
3.03 INSTALLATION OF WOOD MULCH
A. GROUNDCOVER BEDS: Mulch areas between ground cover plants where noted in drawings.
Place mulch 2 inches thick. Cover entire area of planting bed.
B. SHRUB BEDS + INDIVIDUAL PLANTS: Mulch planted areas around individual trees and
shrubs as shown on detail. Provide minimum 3 inches of mulch. Finish level with adjacent
finish grades.
3.04 LANDSCAPE EDGING
A. GENERAL: Install steel edging at locations indicated in the Drawings. Where required, cut
edging square and accurately to required length.
B. INSTALLATION
1. Secure edging at beginning and end points to adjacent structure where this is possible
as shown on Drawings. Repair damage to concrete or other structures if damage
occurs. Repairs shall be in accordance with Section 017400.
2. Securely stake edging in required position and in accordance with manufacturer’s
instructions
3. Butt adjacent ends and lock together with a widened stake.
4. Set edging plumb and vertical at required line and grade. Straight sections shall not be
wavy; curved sections shall be smooth and shall have no kinks or sharp bends.
5. For steel edging bend angles using a jig.
6. For steel edging weld together cut pieces if unable to lock together with stakes.
3.05 INSTALLATION OF BOULDERS
A. Contractor responsible for transporting boulders from Town of Vail Stockpile location to site
B. Install boulders in accordance with drawings. Architect to supervise placement of boulders in
the field.
3.06 FIELD QUALITY CONTROL
A. TESTS: Costs of tests and material analyses made by the testing agency will be borne by the
Owner when tests indicate compliance and by the Contractor when test indicated non-
compliance.
B. REVIEWS
1. Pre-Planting Review
a. All mulches and edging shall be inspected and accepted at the site by the
Architect before they are used in planting operations.
2. Substantial Completion
a. At the time of this walk-through, the Contractor shall have :
1.) Installed all items in accordance with this Section.
2.) Cleaned all walkways and curbs of debris and litter and shall have
cleaned areas of soil and debris left from planting operations.
Heery Proj. No. 1302615
Town of Vail
Municipal Parking Lot
Vail Valley Medical Center
329400 - 5 PLANTING ACCESSORIES
3.07 CLEANUP
A. DURING LANDSCAPE INSTALLATION: All areas shall be reasonably clean at the end of each
work day. Sidewalks and other paved areas shall be swept or washed down as needed. Keep
pavements clean and work area in an orderly condition.
B. PROJECT COMPLETION: All debris, soil, trash, and excavated and/or stripped material
resulting from landscape operations and unsuitable for or in excess of requirements for
completing work of this Section shall be disposed of off-site. All paved areas shall be washed
down.
3.08 PROTECTION
A. Protect landscape work and materials from damage due to landscape operations, operations by
other contractors and trades and trespassers.
B. Maintain protection during installation and maintenance periods. Treat, repair or replace
damaged landscape work as directed.
END OF SECTION