18-0206_UNITED BUILDING & DEVELOPMENT SERVICES_Specifications I -
Issued For Bid: August 18, 2017
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ELEMENTS �,,,�,,,
ARCHITECTURE
1776
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 0101
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
SAN JUAN CAPISTRANO TRAIN STATION
TRELLIS ROOF REPAIR/RECONSTRUCTION
CITY OF SAN JUAN CAPISTRANO
ELEMENTS ARCHITECTURE, INC. PROJECT NUMBER: 17.504
CITY OF SAN JUAN CAPISTRANO TRAIN STATION
26701 VERDUGO STREET
SAN JUAN CAPISTRANO, CA 92675
DATE: AUGUST 18, 2017
PREPARED BY:
ELEMENTS ARCHITECTURE, INC.
END OF SECTION
PROJECT TITLE PAGE 00 0101 - Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 0102
PROJECT INFORMATION
PART1 GENERAL
1.01 PROJECT IDENTIFICATION
A. Project Name: San Juan Capistrano Train Station -Trellis Roof Repair/Reconstruction, located
at:
26701 Verdugo St..
San Juan Capistrano, California 92675.
B. The Owner, herinafter referred to as City of San Juan Capistrano.
C. City of San Juan Capistrano's Project Manager: Paul Meshkin.
1. Department: Public Works Department.
2. Address: 32400 Paseo Adelanto.
3. City, State, Zip: San Juan Capistrano, CA 92675.
4. Phone/Fax: Tel.: (949)442-6350.
5. E-mail: pmeshkin@sanjuancapistrano.org.
1.02 PROJECT DESCRIPTION
A. Summary Project Description: The repair and reconstruction of an existing train station trellis
roof to match the existing front trellis at the train station in San Juan Capistrano.
B. Contract Scope: Construction, demolition, and renovation.
C. Contract Terms: Lump sum (fixed price, stipulated sum).
D. The currently occupied premises at the project site are open for examination by bidders only
during the following hours:
1. Monday through Friday: 8:00 AM to 5:00 PM.
1.03 PROJECT CONSULTANTS
A. The Architect, hereinafter referred to as Elements Architecture, Inc.: Contact: Scott Holland
AIA Architect, Principal.
1. Address: 613 Liberty, Suite 100.
2. City, State, Zip: Aliso Viejo, CA 92656.
3. Phone/Fax: Tel.: (949)488-0865/ Fax: (949)488-0864.
4. E-mail: sholland@elementsarch.com.
1.04 PROCUREMENT TIMETABLE
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano for the Procurement Timetable information.
1.05 PROCUREMENT DOCUMENTS
A. Availability of Documents: Complete sets of procurement documents may be obtained:
1. According to the separate Sepecifications and Contract Documents isued by the City of
San Juan Capistrano.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
PROJECT INFORMATION 00 0102-Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 0107
SEALS PAGE
ARCHITECT
ELEMENTS ARCHITECTURE, INC.
6B LIBERTY, SUITE 100
ALISO VIEJO, CA 92656
TEL.: (949)488-0865, EXT. 112
EMAIL: SHOLLAND@ELEMENTSARCH.COM
APPROVED BY: SCOTT HOLLAND AIA ARCHITECT, PRINCIPAL DATE: AUGUST 18, 2017
SCOTT C.
HOLLAND
C-23 871
LP 30, 20
RENEWAL DATE
4(( F
END OF SEALS PAGE
SEALS PAGE 00 0107-Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00-- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 0101 - Project Title Page
B. 00 0102- Project Information
C. 00 0107- Seals Page
D. 00 0110-Table of Contents
E. 00 0115- List of Drawing Sheets
F. 00 2113- Instructions to Bidders
G. 00 3100-Available Project Information
H. 00 4322- Unit Prices Form
SPECIFICATIONS
2.01 DIVISION 01 -- GENERAL REQUIREMENTS
A. 01 1000- Summary
B. 01 2000- Price and Payment Procedures
C. 01 2100-Allowances
D. 01 2200- Unit Prices
E. 01 2300-Alternates
F. 01 3000-Administrative Requirements
G. 01 3216- Construction Progress Schedule
H. 01 3553- Security Procedures
I. 01 4000- Quality Requirements
J. 01 4100- Regulatory Requirements
K. 01 5000-Temporary Facilities and Controls
L. 01 5100-Temporary Utilities
M. 01 5213- Field Offices and Sheds
N. 01 5500-Vehicular Access and Parking
O. 01 5713-Temporary Erosion and Sediment Control
P. 01 6000- Product Requirements
Q. 01 6116-Volatile Organic Compound (VOC) Content Restrictions
1. 01 6116.01 -Accessory Material VOC Content Certification Form
R. 01 7000- Execution and Closeout Requirements
S. 01 7419- Construction Waste Management and Disposal
T. 01 7800- Closeout Submittals
U. 01 7900- Demonstration and Training
2.02 DIVISION 02-- EXISTING CONDITIONS
A. 02 4100- Demolition
2.03 DIVISION 03--CONCRETE (NOT USED)
2.04 DIVISION 04-- MASONRY (NOT USED)
2.05 DIVISION 05-- METALS
TABLE OF CONTENTS 00 0110-Page 1 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
A. 05 3100 - Steel Decking
B. 05 5000 - Metal Fabrications
2.06 DIVISION 06 --WOOD, PLASTICS, AND COMPOSITES
A. 06 0573 - Wood Treatment
B. 06 1000 - Rough Carpentry
C. 06 1324 - Heavy Timber Framing
2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 07 6200 - Sheet Metal Flashing and Trim
B. 07 9200 - Joint Sealants
2.08 DIVISION 08 -- OPENINGS (NOT USED)
2.09 DIVISION 09 -- FINISHES
A. 09 9113 - Exterior Painting
2.10 DIVISION 10 -- SPECIALTIES (NOT USED)
2.11 DIVISION 11 -- EQUIPMENT (NOT USED)
2.12 DIVISION 12 -- FURNISHINGS (NOT USED)
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)
2.14 DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)
2.15 DIVISION 15 -- RESERVED (NOT USED) (FOR MECHANICAL, SEE DIVISIONS 21, 22, AND 23)
2.16 DIVISION 16 -- RESERVED (NOT USED) (FOR ELECTRICAL, SEE DIVISIONS 25, 26, 27, 28,
AND 29)
2.17 DIVISION 17 -- RESERVED (NOT USED)
2.18 DIVISION 18 -- RESERVED (NOT USED)
2.19 DIVISION 19 -- RESERVED (NOT USED)
2.20 DIVISION 20 -- RESERVED (NOT USED)
2.21 DIVISION 21 -- FIRE SUPPRESSION (NOT USED)
2.22 DIVISION 22 -- PLUMBING (NOT USED)
2.23 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) (NOT USED)
2.24 DIVISION 24 -- RESERVED (NOT USED)
2.25 DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)
2.26 DIVISION 26 -- ELECTRICAL
A. 26 0501 - Minor Electrical Demolition
B. 26 0529 - Hangers and Supports for Electrical Systems
C. 26 0534 - Conduit
D. 26 0537 - Boxes
E. 26 0553 - Identification for Electrical Systems
F. 26 5600 - Exterior Lighting
2.27 ATTACHMENTS:
A. Attachment A: Schedule of Values
B. Attachment B: City of San Juan Capistrano Contract Documents and Specifications
END OF SECTION
TABLE OF CONTENTS 00 0110- Page 2 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 0115
LIST OF DRAWING SHEETS
ARCHITECTURAL:
A0.1 COVER SHEET
A1.1 GENERAL INFORMATION
A2.1 SITE, FLOOR, RCP & ROOF PLAN
A3.1 EXTERIOR ELEVATIONS & SECTIONS
A8.1 ARCHITECTURAL DETAILS
END OF SECTION
LIST OF DRAWING SHEETS 00 0115- Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 2113
INSTRUCTIONS TO BIDDERS
SUMMARY
1.01 DOCUMENT INCLUDES
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
END OF SECTION
INSTRUCTIONS TO BIDDERS 00 2113-Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 3100
AVAILABLE PROJECT INFORMATION
PART1 GENERAL
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
3.01 PERMITS
A. Permits will be required from the following agencies:.
1. City of San Juan Capistrano Building Department
END OF SECTION
AVAILABLE PROJECT 00 3100-Page 1 of 1 Pages
INFORMATION
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 00 4322
UNIT PRICES FORM
PARTICULARS
SEE ATTACHMENT A: SCHEDULE OF VALUES
END OF UNIT PRICES FORM
UNIT PRICES FORM 00 4322- Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 1000
SUMMARY
PART1 GENERAL
1.01 PROJECT
A. Project Name: San Juan Capistrano Train Station -Trellis Roof Repair/Reconstruction
B. Owner's Name: City of San Juan Capistrano.
C. Architect's Name: Elements Architecture, Inc..
D. The Project consists of the repair and reconstruction of the train station trellis.
1.02 CONTRACT DESCRIPTION
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Scope of demolition and removal work is shown on drawings and specified in Section 02 4100.
B. Scope of alterations work is shown on drawings.
C. Architectural: Install new roofing and gutters to match existing front trellis.
D. Structural: Install new wood beams to match existing front trellis.
E. Ekectrical: Install new light fixtures to match existing front trellis.
F. Scope of Work does not alter, nor change the following existing conditions:
1. Structural Systems
2. Occupancy Group and Use
3. Construction Type
4. Building Areas and Building Heights
5. Site grading, drainage, utilities, parkingk hardscape and landscape
G. City of San Juan Capistrano will remove the following items before start of work:
1. TBD.
H. Contractor shall remove and deliver the following to City of San Juan Capistrano prior to start of
work:
1. None.
I. Contractor shall remove and store the following prior to start of work, for later reinstallation by
Contractor:
1. None.
1.04 WORK BY OWNER
A. City of San Juan Capistrano will supply and install the following:
1. TBD.
B. City of San Juan Capistrano will supply the following for installation by Contractor:
1. TBD.
1.05 OWNER OCCUPANCY
A. City of San Juan Capistrano intends to continue to occupy adjacent portions of the existing site
during the entire construction period.
B. City of San Juan Capistrano intends to occupy the Project upon Substantial Completion.
C. City of San Juan Capistrano intends to occupy a certain portion of the Project prior to the
completion date for the conduct of normal operations.
D. Cooperate with City of San Juan Capistrano to minimize conflict and to facilitate City of San
Juan Capistrano's operations.
E. Schedule the Work to accommodate City of San Juan Capistrano occupancy.
SUMMARY 01 1000-Page 1 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
1.06 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
B. Arrange use of site and premises to allow:
1. City of San Juan Capistrano occupancy.
2. Work by Others.
3. Work by City of San Juan Capistrano.
4. Use of site and premises by the public.
C. Provide access to and from site as required by law and by City of San Juan Capistrano:
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.
D. Existing building spaces may not be used for storage.
E. Time Restrictions:
1. Limit conduct of especially noisy exterior work to the hours of 8:00 AM - 5:00 PM.
F. Utility Outages and Shutdown:
1. Limit disruption of utility services to hours the building is unoccupied.
2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers
and fire alarm system, without 7 days notice to City of San Juan Capistrano and authorities
having jurisdiction.
3. Prevent accidental disruption of utility services to other facilities.
1.07 WORK SEQUENCE
A. Construct Work in stages during the construction period:
1. Stage 1: TBD.
B. Coordinate construction schedule and operations with City of San Juan Capistrano.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
SUMMARY 01 1000-Page 2 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 2000
PRICE AND PAYMENT PROCEDURES
PART1 GENERAL
1.01 SECTION INCLUDES
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.02 SCHEDULE OF VALUES
A. Form to be used: See Attachment A: Schedule of Values.
B. Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit draft to Elements Architecture, Inc. for approval.
C. Forms filled out by hand will not be accepted.
D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor
Agreement.
E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number
and title of the specification Section. Identify site mobilization.
F. Include in each line item, the amount of Allowances specified in this section. For unit cost
Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to
achieve the total for the item.
G. Include separately from each line item, a direct proportional amount of Contractor's overhead
and profit.
H. Revise schedule to list approved Change Orders, with each Application For Payment.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PRICE AND PAYMENT 01 2000-Page 1 of 1 Pages
PROCEDURES
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 2100
ALLOWANCES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Cash allowances.
B. Contingency allowance.
C. Inspecting and testing allowances.
D. Payment and modification procedures relating to allowances.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.03 CASH ALLOWANCES
A. Costs Included in Cash Allowances: Cost of product to Contractor or subcontractor, less
applicable trade discounts, less cost of delivery to site, less applicable taxes.
B. Costs Not Included in Cash Allowances: Product delivery to site and handling at the site,
including unloading, uncrating, and storage; protection of products from elements and from
damage; and labor for installation and finishing.
C. Elements Architecture, Inc. Responsibilities:
1. Consult with Contractor for consideration and selection of products, suppliers, and
installers.
2. Select products in consultation with City of San Juan Capistrano and transmit decision to
Contractor.
3. Prepare Change Order.
D. Contractor Responsibilities:
1. Assist Elements Architecture, Inc. in selection of products, suppliers, and installers.
2. Obtain proposals from suppliers and installers and offer recommendations.
3. On notification of which products have been selected, execute purchase agreement with
designated supplier and installer.
4. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.
5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit
claims for transportation damage.
E. Differences in costs will be adjusted by Change Order.
1.04 CONTINGENCY ALLOWANCE
A. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding,
equipment rental, overhead and profit will be included in Change Orders authorizing expenditure
of funds from this Contingency Allowance.
B. Funds will be drawn from the Contingency Allowance only by Change Order.
C. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by
Change Order.
1.05 INSPECTING AND TESTING ALLOWANCES
A. Costs Included in Inspecting and Testing Allowances: Cost of engaging an inspecting or testing
agency; execution of inspecting and tests; and reporting results.
B. Costs Not Included in the Inspecting and Testing Allowances:
1. Costs of incidental labor and facilities required to assist inspecting or testing agency.
2. Costs of testing services used by Contractor separate from Contract Document
requirements.
ALLOWANCES 01 2100-Page 1 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
3. Costs of retesting upon failure of previous tests as determined by Elements Architecture,
Inc..
C. Payment Procedures:
1. Submit one copy of the inspecting or testing firm's invoice with next application for
payment.
2. Pay invoice on approval by Elements Architecture, Inc..
D. Differences in cost will be adjusted by Change Order.
1.06 ALLOWANCES SCHEDULE
A. No allowances are currently proposed for this project.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
ALLOWANCES 01 2100-Page 2 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 2200
UNIT PRICES
PART1 GENERAL
1.01 SECTION INCLUDES
A. List of unit prices, for use in preparing Bids.
B. Measurement and payment criteria applicable to Work performed under a unit price payment
method.
C. Defect assessment and non-payment for rejected work.
D. See Attachment A: Schedule of Values.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.03 COSTS INCLUDED
A. Unit Prices included on the Bid Form shall include full compensation for all required labor,
products, tools, equipment, plant, transportation, services and incidentals; erection, application
or installation of an item of the Work; overhead and profit.
1.04 UNIT QUANTITIES SPECIFIED
A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and
measurements of actual Work will determine the payment amount.
1.05 MEASUREMENT OF QUANTITIES
A. Measurement methods delineated in the individual specification sections complement the
criteria of this section. In the event of conflict, the requirements of the individual specification
section govern.
B. Take all measurements and compute quantities. Measurements and quantities will be verified
by City of San Juan Capistrano.
C. Assist by providing necessary equipment, workers, and survey personnel as required.
D. Measurement Devices:
1. Weigh Scales: Inspected, tested and certified by the applicable state Weights and
Measures department within the past year.
2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle.
3. Metering Devices: Inspected, tested and certified by the applicable state department
within the past year.
E. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal
shapes will be measured by handbook weights. Welded assemblies will be measured by
handbook or scale weight.
F. Measurement by Volume: Measured by cubic dimension using mean length, width and height
or thickness.
G. Measurement by Area: Measured by square dimension using mean length and width or radius.
H. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.
I. Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or
combination, as appropriate, as a completed item or unit of the Work.
J. Perform surveys required to determine quantities, including control surveys to establish
measurement reference lines. Notify Elements Architecture, Inc. prior to starting work.
K. Contractor's Engineer Responsibilities: Sign surveyor's field notes or keep duplicate field notes,
calculate and certify quantities for payment purposes.
UNIT PRICES 01 2200-Page 1 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
1.06 PAYMENT
A. Payment for Work governed by unit prices will be made on the basis of the actual
measurements and quantities of Work that is incorporated in or made necessary by the Work
and accepted by the Elements Architecture, Inc., multiplied by the unit price.
B. Payment will not be made for any of the following:
1. Products wasted or disposed of in a manner that is not acceptable.
2. Products determined as unacceptable before or after placement.
3. Products not completely unloaded from the transporting vehicle.
4. Products placed beyond the lines and levels of the required Work.
5. Products remaining on hand after completion of the Work.
6. Loading, hauling, and disposing of rejected Products.
1.07 DEFECT ASSESSMENT
A. Replace Work, or portions of the Work, not conforming to specified requirements.
B. If, in the opinion of City of San Juan Capistrano, it is not practical to remove and replace the
Work, City of San Juan Capistrano will direct one of the following remedies:
1. The defective Work may remain, but the unit price will be adjusted to a new unit price at
the discretion of City of San Juan Capistrano.
2. The defective Work will be partially repaired to the instructions of the City of San Juan
Capistrano, and the unit price will be adjusted to a new unit price at the discretion of City of
San Juan Capistrano.
C. The individual specification sections may modify these options or may identify a specific formula
or percentage price reduction.
D. The authority of City of San Juan Capistrano to assess the defect and identify payment
adjustment is final.
1.08 SCHEDULE OF UNIT PRICES
A. No unit pricing is proposed for this project.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
UNIT PRICES 01 2200-Page 2 of 2 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 2300
ALTERNATES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Description of Alternates.
B. Procedures for pricing Alternates.
C. Documentation of changes to Contract Sum and Contract Time.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.03 ACCEPTANCE OF ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at City of San Juan
Capistrano's option. Accepted Alternates will be identified in the Owner-Contractor Agreement.
B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.
1.04 SCHEDULE OF ALTERNATES
A. There currently are no proposed alternates for this project.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
ALTERNATES 01 2300-Page 1 of 1 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 3000
ADMINISTRATIVE REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Site mobilization meeting.
C. Progress meetings.
D. Construction progress schedule.
E. Contractor's daily reports.
F. Progress photographs.
G. Coordination drawings.
H. Submittals for review, information, and project closeout.
I. Number of copies of submittals.
J. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Document 00 7200 - General Conditions: Dates for applications for payment.
C. Document 00 7200 - General Conditions: Duties of the Construction Manager.
D. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.
E. Section 01 7800 - Closeout Submittals: Project record documents.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. City of San Juan Capistrano will schedule a meeting after Notice of Award.
B. Attendance Required:
1. City of San Juan Capistrano.
2. Elements Architecture, Inc..
3. Contractor.
C. Agenda:
1. Execution of City of San Juan Capistrano-Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of Subcontractors, list of Products, schedule of values, and progress
schedule.
5. Designation of personnel representing the parties to Contract and Elements Architecture,
Inc..
6. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.
7. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Elements Architecture, Inc., City of San Juan Capistrano, participants, and those
affected by decisions made.
ADMINISTRATIVE REQUIREMENTS 01 3000-Page 1 of 5 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
3.02 SITE MOBILIZATION MEETING
A. City of San Juan Capistrano will schedule meeting at the Project site prior to Contractor
occupancy.
B. Attendance Required:
1. Contractor.
2. City of San Juan Capistrano.
3. Elements Architecture, Inc..
4. Contractor's Superintendent.
5. Major Subcontractors.
C. Agenda:
1. Use of premises by City of San Juan Capistrano and Contractor.
2. City of San Juan Capistrano's requirements and occupancy prior to completion.
3. Construction facilities and controls provided by City of San Juan Capistrano.
4. Temporary utilities provided by City of San Juan Capistrano.
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 two days after meeting to participants, with two
copies to Elements Architecture, Inc., City of San Juan Capistrano, participants, and those
affected by decisions made.
3.03 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum weekly
intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.
C. Attendance Required:
1. Contractor.
2. City of San Juan Capistrano.
3. Elements Architecture, Inc..
4. Contractor's Superintendent.
5. Major Subcontractors.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
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. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
ADMINISTRATIVE REQUIREMENTS 01 3000-Page 2 of 5 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
E. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Elements Architecture, Inc., City of San Juan Capistrano, participants, and those
affected by decisions made.
3.04 CONSTRUCTION PROGRESS SCHEDULE
A. Within 14 days after date established in Notice to Proceed, submit preliminary schedule defining
planned operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
C. Within 20 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 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
3.05 DAILY CONSTRUCTION REPORTS
A. Prepare a daily construction report recording the following information concerning events at
Project site and project progress:
1. Date:
2. High and low temperatures, and general weather conditions.
3. List of subcontractors at Project site.
4. List of separate contractors at Project site.
5. Approximate count of personnel at Project site.
6. Major equipment at Project site.
7. Material deliveries.
8. Safety, environmental, or industrial relations incidents.
9. Meetings and significant decisions.
10. Unusual events (submit a separate special report).
11. Stoppages, delays, shortages, and losses. Include comparison between scheduled work
activities (in Contractor's most recently updated and published schedule) and actual
activities. Explain differences, if any. Note days or periods when no work was in progress
and explain the reasons why.
12. Testing and/or inspections performed.
13. List of verbal instruction given by City of San Juan Capistrano and/or Elements
Architecture, Inc..
14. Signature of Contractor's authorized representative.
3.06 PROGRESS PHOTOGRAPHS
A. Submit photographs with each application for payment, taken not more than 3 days prior to
submission of application for payment.
B. Maintain one set of all photographs at project site for reference; same copies as submitted,
identified as such.
C. Photography Type: Digital; electronic files.
D. Provide photographs of construction throughout progress of Work produced by an experienced
photographer, acceptable to Elements Architecture, Inc..
E. In addition to periodic, recurring views, take photographs of each of the following events:
F. Views:
1. Provide non-aerial photographs from four cardinal views at each specified time, until Date
of Substantial Completion.
2. Consult with Elements Architecture, Inc. for instructions on views required.
3. Provide factual presentation.
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4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of
field, and minimum distortion.
5. Point of View Sketch: Provide sketch identifying point of view of each photograph.
G. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide
files unaltered by photo editing software.
1. Delivery Medium: Via email.
2. File Naming: Include project identification, date and time of view, and view identification.
3. Point of View Sketch: Include digital copy of point of view sketch with each electronic
submittal; include point of view identification in each photo file name.
4. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per
page, each photo labeled with file name; one PDF file per submittal.
5. Photo CD(s): Provide 1 copy including all photos cumulative to date and PDF file(s), with
files organized in separate folders by submittal date.
6. Hard Copy: Printed hardcopy(grayscale)of PDF file and point of view sketch.
3.07 COORDINATION DRAWINGS
A. Provide information required by Project Coordinator for preparation of coordination drawings.
B. Review drawings prior to submission to Elements Architecture, Inc..
3.08 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 Elements Architecture, Inc. 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 01 7800- Closeout
Submittals.
3.09 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 Elements Architecture, Inc.'s knowledge as contract administrator or for City of San
Juan Capistrano. No action will be taken.
3.10 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.
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5. Other types as indicated.
D. Submit for City of San Juan Capistrano's benefit during and after project completion.
3.11 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 Elements Architecture, Inc..
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.12 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. Do not reproduce the Contract Documents to create shop drawings.
3. 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 to Construction Manager 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 Elements Architecture, Inc. 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
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SECTION 01 3216
CONSTRUCTION PROGRESS SCHEDULE
PART1 GENERAL
1.01 SECTION INCLUDES
A. Preliminary schedule.
B. Construction progress schedule, bar chart type.
1.02 RELATED SECTIONS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: Work sequence.
1.03 REFERENCE STANDARDS
A. AGC (CPSM) - Construction Planning and Scheduling Manual; 2004.
B. M-H (CPM) - CPM in Construction Management- Project Management with CPM; O'Brien;
2006.
1.04 SUBMITTALS
A. Within 14 days after date established in Notice to Proceed, submit preliminary schedule defining
planned operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
C. Within 20 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 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
1.05 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity. Identify each
activity with the applicable specification section number.
B. Diagram Sheet Size: Maximum 22 x 17 inches or width required.
C. Sheet size: Multiples of 11 x 17 inches.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.
3.02 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and completion of
each element of construction.
B. Identify each item by specification section number.
C. Show accumulated percentage of completion of each item, and total percentage of Work
completed, as of the first day of each month.
D. Provide legend for symbols and abbreviations used.
3.03 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.
B. Identify the first work day of each week.
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3.04 NETWORK ANALYSIS
A. Prepare network analysis diagrams and supporting mathematical analyses using the Critical
Path Method.
B. Illustrate order and interdependence of activities and sequence of work; how start of a given
activity depends on completion of preceding activities, and how completion of the activity may
restrain start of subsequent activities.
C. Mathematical Analysis: Tabulate each activity of detailed network diagrams, using calendar
dates, and identify for each activity:
1. Preceding and following event numbers.
2. Activity description.
3. Estimated duration of activity, in maximum 15 day intervals.
4. Earliest start date.
5. Earliest finish date.
6. Actual start date.
7. Actual finish date.
8. Latest start date.
9. Latest finish date.
10. Total and free float; float time shall accrue to City of San Juan Capistrano and to City of
San Juan Capistrano's benefit.
11. Monetary value of activity, keyed to Schedule of Values.
12. Percentage of activity completed.
13. Responsibility.
D. Analysis Program: Capable of compiling monetary value of completed and partially completed
activities, accepting revised completion dates, and recomputation of all dates and float.
E. Required Reports: List activities in sorts or groups:
1. By preceding work item or event number from lowest to highest.
2. By amount of float, then in order of early start.
3.05 REVIEW AND EVALUATION OF SCHEDULE
A. Participate in joint review and evaluation of schedule with Elements Architecture, Inc. at each
submittal.
B. Evaluate project status to determine work behind schedule and work ahead of schedule.
C. After review, revise as necessary as result of review, and resubmit within 10 days.
3.06 UPDATING SCHEDULE
A. Maintain schedules to record actual start and finish dates of completed activities.
B. Indicate progress of each activity to date of revision, with projected completion date of each
activity.
C. Annotate diagrams to graphically depict current status of Work.
D. Identify activities modified since previous submittal, major changes in Work, and other
identifiable changes.
E. Indicate changes required to maintain Date of Substantial Completion.
F. Submit reports required to support recommended changes.
3.07 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors,
suppliers, Elements Architecture, Inc., City of San Juan Capistrano, and other concerned
parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in
schedules.
END OF SECTION
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CONSTRUCTION PROGRESS 01 3216-Page 3 of 3 Pages
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SECTION 01 3553
SECURITY PROCEDURES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Security measures including formal security program, entry control, personnel identification, and
miscellaneous restrictions.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: use of premises and occupancy.
1.03 SECURITY PROGRAM
A. Protect Work, existing premises and City of San Juan Capistrano's operations from theft,
vandalism, and unauthorized entry.
B. Initiate program at project mobilization.
C. Maintain program throughout construction period until City of San Juan Capistrano acceptance
precludes the need for Contractor security.
1.04 ENTRY CONTROL
A. Restrict entrance of persons and vehicles into Project site and existing facilities.
B. Allow entrance only to authorized persons with proper identification.
C. Maintain log of workers and visitors, make available to City of San Juan Capistrano on request.
D. Contractor shall control entrance of persons and vehicles related to City of San Juan
Capistrano's operations.
E. Coordinate access of City of San Juan Capistrano's personnel to site in coordination with City of
San Juan Capistrano's security forces.
1.05 PERSONNEL IDENTIFICATION
A. Provide identification badge to each person authorized to enter premises.
B. Badge To Include: Personal photograph, name, assigned number, expiration date and
employer.
C. Maintain a list of accredited persons, submit copy to City of San Juan Capistrano on request.
D. Require return of badges at expiration of their employment on the Work.
1.06 RESTRICTIONS
A. Do not allow cameras on site or photographs taken except by written approval of City of San
Juan Capistrano.
B. Do no work on Sundays.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 4000
QUALITY REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Submittals.
B. References and standards.
C. Testing and inspection agencies and services.
D. Control of installation.
E. Mock-ups.
F. Tolerances.
G. Manufacturers'field services.
H. Defect Assessment.
1.02 RELATED REQUIREMENTS
A. Document 00 7200 - General Conditions: Inspections and approvals required by public
authorities.
B. Section 01 2100 -Allowances: Allowance for payment of testing services.
C. Section 01 3000 -Administrative Requirements: Submittal procedures.
D. Section 01 6000 - Product Requirements: Requirements for material and product quality.
1.03 REFERENCE STANDARDS
A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;
2008 (Reapproved 2014).
B. ASTM C1077- Standard Practice for Agencies Testing Concrete and Concrete Aggregates for
Use in Construction and Criteria for Testing Agency Evaluation; 2016.
C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2015a.
D. 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.
E. ASTM E329- Standard Specification for Agencies Engaged in Construction Inspection, Testing,
or Special Inspection; 2014a.
F. ASTM E543- Standard Specification for Agencies Performing Nondestructive Testing; 2015.
G. IAS AC89-Accreditation Criteria for Testing Laboratories; 2010.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Design Data: Submit for Elements Architecture, Inc.'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 City of San Juan Capistrano's information.
C. Test Reports: After each test/inspection, promptly submit two copies of report to Elements
Architecture, Inc. and to Contractor.
1. Include:
a. Date issued.
b. Project title and number.
c. Name of inspector.
d. Date and time of sampling or inspection.
e. Identification of product and specifications section.
f. Location in the Project.
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g. Type of test/inspection.
h. Date of test/inspection.
i. Results of test/inspection.
j. Conformance with Contract Documents.
k. When requested by Elements Architecture, Inc., provide interpretation of results.
2. Test report submittals are for Elements Architecture, Inc.'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 City of San Juan
Capistrano's information.
D. Certificates: When specified in individual specification sections, submit certification by the
manufacturer and Contractor or installation/application subcontractor to Elements Architecture,
Inc., 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 Elements Architecture, Inc..
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
City of San Juan Capistrano'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 Elements Architecture, Inc.'s benefit as
contract administrator or for City of San Juan Capistrano.
1. Submit report in duplicate within 30 days of observation to Elements Architecture, Inc. for
information.
2. Submit for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the contract documents.
G. Erection Drawings: Submit drawings for Elements Architecture, Inc.'s benefit as contract
administrator or for City of San Juan Capistrano.
1. Submit for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the contract documents.
2. Data indicating inappropriate or unacceptable Work may be subject to action by Elements
Architecture, Inc. or City of San Juan Capistrano.
1.05 REFERENCES AND STANDARDS
A. For products and 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. Conform to reference standard of date of issue current on date of Contract Documents, except
where a specific date is established by applicable code.
C. Obtain copies of standards where required by product specification sections.
D. Maintain copy at project site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request clarification
from Elements Architecture, Inc. before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor
those of Elements Architecture, Inc. shall be altered from the Contract Documents by mention
or inference otherwise in any reference document.
1.06 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Contractor shall employ and pay for services of an independent testing agency to perform other
specified testing.
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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 Qualifications: Accredited by IAS according to IAS AC89.
4. Laboratory: Authorized to operate in California.
5. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.
6. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST
established Measurement Assurance Program, under a laboratory measurement quality
assurance program.
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
Elements Architecture, Inc. 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. Before installing portions of the Work where mock-ups are required, construct mock-ups in
location and size indicated for each form of construction and finish required to comply with the
following requirements, using materials indicated for the completed Work. The purpose of
mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.
B. Accepted mock-ups establish the standard of quality the Elements Architecture, Inc. will use to
judge the Work.
C. Integrated Exterior Mock-ups: construct integrated exterior mock-up as indicated on Drawings.
Coordinate installation of exterior envelope materials and products as required in individual
Specification Sections. Provide adequate supporting structure for mock-up materials as
necessary.
D. Notify Elements Architecture, Inc. fifteen (15)working days in advance of dates and times when
mockups will be constructed.
E. Provide supervisory personnel who will oversee mock-up construction. Provide workers that will
be employed during the construction at Project.
F. Tests shall be performed under provisions identified in this section and identified in the
respective product specification sections.
G. Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
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H. Obtain Elements Architecture, Inc.'s approval of mock-ups before starting work, fabrication, or
construction.
1. Elements Architecture, Inc. will issue written comments within seven (7)working days of
initial review and each subsequent follow up review of each mock-up.
2. Make corrections as necessary until Architect's approval is issued.
I. Accepted mock-ups shall be a comparison standard for the remaining Work.
J. Where mock-up has been accepted by Elements Architecture, Inc. 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 Elements Architecture, Inc..
K. Where possible salvage and recycle the demolished mock-up materials.
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 Elements Architecture, Inc. 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. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at site. Cooperate with Elements Architecture, Inc. and
Contractor in performance of services.
3. Perform specified sampling and testing of products in accordance with specified
standards.
4. Ascertain compliance of materials and mixes with requirements of Contract Documents.
5. Promptly notify Elements Architecture, Inc. and Contractor of observed irregularities or
non-conformance of Work or products.
6. Perform additional tests and inspections required by Elements Architecture, Inc..
7. 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 Elements Architecture, Inc. 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.
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6. Arrange with City of San Juan Capistrano'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 Elements Architecture, Inc..
F. Re-testing required because of non-conformance to specified requirements shall be paid for by
Contractor.
3.05 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of
surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and
balance of equipment as applicable, and to initiate instructions when necessary.
B. Submit qualifications of observer to Elements Architecture, Inc. 30 days in advance of required
observations.
1. Observer subject to approval of City of San Juan Capistrano.
C. Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers'written instructions.
3.06 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements.
B. If, in the opinion of City of San Juan Capistrano, it is not practical to remove and replace the
Work, City of San Juan Capistrano will direct an appropriate remedy or adjust payment.
END OF SECTION
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SECTION 01 4100
REGULATORY REQUIREMENTS
PART1 GENERAL
1.01 SUMMARY OF REFERENCE STANDARDS
A. Regulatory requirements applicable to this project are the following:
B. 28 CFR 36- Nondiscrimination by Public Accommodations and in Commercial Facilities; Final
Rule; Department of Justice; 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.
E. State of California amendments tosome or all of the following.
F. City of San Juan Capistrano amendments tosome or all of the following.
G. Zoning Code: Orange County.
H. NFPA 1 - Fire Code; 2015.
I. 2016 California Building Code (CBC), Part 2, CBSC.
J. 2016 California Electrical code (CEC), Part 3, CSBC.
K. 2016 California Mechanical Code (CMC), Part 4, CBSC.
L. 2016 California Plumbing Code, (CPC) Part 5, CSBC.
M. 2016 California Energy Code, Part 6, CSBC (Latest Edition).
N. 2016 California Fire Code, Part 9, CBSC.
O. 2016 California Referenced Stadards, Part 12, CSBC.
P. 2016 California Green Building Standards Code, Part 11, CGBSC (Latest Edition).
1.02 RELATED REQUIREMENTS
A. Section 01 4000 - 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 California.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
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SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART1 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. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 3553 - SECURITY PROCEDURES
C. Section 01 5100 -Temporary Utilities.
D. Section 01 5213 - Field Offices and Sheds.
E. Section 01 5500 -Vehicular Access and Parking.
1.03 REFERENCE STANDARDS
A. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials;
2016.
B. ASTM E90- Standard Test Method for Laboratory Measurement of Airborne Sound
Transmission Loss of Building Partitions and Elements; 2009.
1.04 TEMPORARY UTILITIES - SEE SECTION 01 5100
A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation
required for construction purposes.
B. Existing facilities may not be used.
C. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.05 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project
mobilization.
1.06 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Use of existing facilities located at the Train Station is not permitted.
C. Maintain daily in clean and sanitary condition.
D. At end of construction, return facilities to same or better condition as originally found.
1.07 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.
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B. Provide barricades and covered walkways required by governing authorities for public
rights-of-way and for public access to existing building.
C. Provide protection for plants designated to remain. Replace damaged plants.
D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
E. Traffic Controls: Provide traffic control as required based on planned construction activities..
1.08 FENCING
A. Construction: Commercial grade chain link fence.
B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates
with locks.
1.09 SECURITY-SEE SECTION 01 3553
A. Provide security and facilities to protect Work, existing facilities, and City of San Juan
Capistrano's operations from unauthorized entry, vandalism, or theft.
B. Coordinate with City of San Juan Capistrano's security program.
1.10 VEHICULAR ACCESS AND PARKING -SEE SECTION 01 5500
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 City of San Juan Capistrano.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets.
E. Designated existing on-site roads may be used for construction traffic.
F. Provide temporary parking areas to accommodate construction personnel. When site space is
not adequate, provide additional off-site parking.
G. Existing parking areas located at the Train Station may be used for construction parking
pending approval from the Owner's Representative.
1.11 WASTE REMOVAL
A. See Section 01 7419- Construction Waste Management and Disposal, for additional
requirements.
B. Provide waste removal facilities and services as required to maintain the site in clean and
orderly condition.
C. Provide containers with lids. Remove trash from site periodically.
D. 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.
E. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers
with lids.
1.12 FIELD OFFICES-SEE SECTION 01 5213
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped
with sturdy furniture, drawing rackand drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.
C. Locate offices a minimum distance of 30 feet from existing and new structures.
1.13 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
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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
TEMPORARY FACILITIES AND 01 5000-Page 3 of 3 Pages
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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SECTION 01 5100
TEMPORARY UTILITIES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, and water.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 5000 -Temporary Facilities and Controls:
1. Temporary telecommunications services for administrative purposes.
2. Temporary sanitary facilities required by law.
1.03 TEMPORARY ELECTRICITY
A. Cost: By Contractor.
B. Provide power service required from utility source.
C. Power Service Characteristics: 120V volt, 200 ampere, three phase, four wire.
D. Complement existing power service capacity and characteristics as required.
E. Provide power outlets for construction operations, with branch wiring and distribution boxes
located at each floor. Provide flexible power cords as required.
F. Provide main service disconnect and over-current protection at convenient location and meter.
G. Permanent convenience receptacles may be utilized during construction.
H. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch
circuits for power and lighting.
1. Provide 20 ampere duplex outlets, single phase circuits for power tools for every 100 sq ft
of active work area.
2. Provide 20 ampere, single phase branch circuits for lighting.
1.04 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A. Provide and maintain lighting for construction operations to achieve a minimum lighting level of
2 watt/sq ft .
B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for
security purposes.
C. Provide and maintain 0.25 watt/sq ft H.I.D. lighting to interior work areas after dark for security
purposes.
D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails,
and lamps as required.
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting may be utilized during construction.
1.05 TEMPORARY HEATING
A. Cost of Energy: By Contractor.
B. Provide heating devices and heat as needed to maintain specified conditions for construction
operations.
C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in
progress, unless indicated otherwise in specifications.
D. Existing facilities shall not be used.
E. Prior to operation of permanent equipment for temporary heating purposes, verify that
installation is approved for operation, equipment is lubricated and filters are in place. Provide
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and pay for operation, maintenance, and regular replacement of filters and worn or consumed
parts.
1.06 TEMPORARY COOLING
A. Cost of Energy: By Contractor.
B. Provide cooling devices and cooling as needed to maintain specified conditions for construction
operations.
C. Maintain maximum ambient temperature of 80 degrees F in areas where construction is in
progress, unless indicated otherwise in specifications.
D. Existing facilities shall not be used.
E. Prior to operation of permanent equipment for temporary cooling purposes, verify that
installation is approved for operation, equipment is lubricated and filters are in place. Provide
and pay for operation, maintenance, and regular replacement of filters and worn or consumed
parts.
1.07 TEMPORARY VENTILATION
A. Existing ventilation equipment may not be used.
1.08 TEMPORARY WATER SERVICE
A. Cost of Water Used: By Contractor.
B. Provide and maintain suitable quality water service for construction operations at time of project
mobilization.
C. Connect to existing water source.
1. Exercise measures to conserve water.
2. Provide separate metering and reimburse City of San Juan Capistrano for cost of water
used.
D. Extend branch piping with outlets located so water is available by hoses with threaded
connections. Provide temporary pipe insulation to prevent freezing.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
TEMPORARY UTILITIES 01 5100-Page 2 of 2 Pages
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SECTION 01 5213
FIELD OFFICES AND SHEDS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Temporary field offices for use of Contractor.
B. Maintenance and removal.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: use of premises and responsibility for providing field offices.
C. Section 01 5000 -Temporary Facilities and Controls:
1. Temporary telecommunications services for administrative purposes.
2. Temporary sanitary facilities required by law.
D. Section 01 5000: Parking and access to field offices.
1.03 USE OF EXISTING FACILITIES
A. Designated existing spaces may be used for field offices: As directed by the Owner's
Representative.
PART 2 PRODUCTS
2.01 MATERIALS, EQUIPMENT, FURNISHINGS
A. Materials, Equipment, Furnishings: Serviceable, new or used, adequate for required purpose.
2.02 CONSTRUCTION
A. Portable or mobile buildings, or buildings constructed with floors raised above ground, securely
fixed to foundations, with steps and landings at entrance doors.
B. Construction: Structurally sound, secure, weather tight enclosures for office. Maintain during
progress of Work; remove when no longer needed.
C. Temperature Transmission Resistance of Floors, Walls, and Ceilings: Compatible with
occupancy requirements.
D. Exterior Materials: Weather resistant, finished in one color.
E. Interior Materials in Offices: Sheet type materials for walls and ceilings, prefinished or painted;
resilient floors and bases.
F. Lighting for Offices: 50 fc at desk top height, exterior lighting at entrance doors.
G. Fire Extinguishers: Appropriate type fire extinguisher at each office.
2.03 ENVIRONMENTAL CONTROL
A. Heating, Cooling, and Ventilating: Automatic equipment to maintain comfort conditions.
2.04 CONTRACTOR OFFICE AND FACILITIES
A. Size: For Contractor's needs and to provide space for project meetings.
B. Telephone: As specified in Section 01 5000.
C. Furnishings in Meeting Area: Conference table and chairs to seat at least eight persons; racks
and files for Contract Documents, submittals, and project record documents.
D. Other Furnishings: Contractor's option.
E. Equipment: Six adjustable band protective helmets for visitors, one 10 inch outdoor weather
thermometer and vests.
FIELD OFFICES AND SHEDS 01 5213-Page 1 of 2 Pages
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PART 3 EXECUTION
3.01 PREPARATION
A. Fill and grade sites for temporary structures to provide drainage away from buildings.
3.02 INSTALLATION
A. Install office spaces ready for occupancy 15 days after date fixed in Notice to Proceed.
B. Parking: Two hard surfaced parking spaces for use by City of San Juan Capistrano and
Elements Architecture, Inc., connected to office by hard surfaced walk.
C. Employee Residential Occupancy: Not allowed on City of San Juan Capistrano's property.
3.03 MAINTENANCE AND CLEANING
A. Weekly janitorial services for offices; periodic cleaning and maintenance for offices.
B. Maintain approach walks free of mud, water, and snow.
3.04 REMOVAL
A. At completion of Work remove buildings, foundations, utility services, and debris. Restore
areas.
END OF SECTION
FIELD OFFICES AND SHEDS 01 5213-Page 2 of 2 Pages
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SECTION 01 5500
VEHICULAR ACCESS AND PARKING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Access roads.
B. Parking.
C. Existing pavements and parking areas.
D. Permanent pavements and parking facilities.
E. Construction parking controls.
F. Flag persons.
G. Flares and lights.
H. Haul routes.
I. Traffic signs and signals.
J. Maintenance.
K. Removal, repair.
L. Mud from site vehicles.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: For access to site, work sequence, and occupancy.
PART 2 PRODUCTS
2.01 MATERIALS
A. Temporary Construction: Contractor's option.
2.02 SIGNS, SIGNALS,AND DEVICES
A. Traffic Cones and Drums, Flares and Lights: As approved by local jurisdictions.
B. Flag Person Equipment: As required by local jurisdictions.
PART 3 EXECUTION
3.01 PREPARATION
A. Clear areas, provide surface and storm drainage of road, parking, area premises, and adjacent
areas.
3.02 ACCESS ROADS
A. Use of existing on-site streets and driveways for construction traffic is permitted.
B. Tracked vehicles not allowed on paved areas.
C. Extend and relocate as work progress requires, provide detours as necessary for unimpeded
traffic flow.
D. Location as approved by Elements Architecture, Inc..
E. Provide unimpeded access for emergency vehicles. Maintain 20 foot width driveways with
turning space between and around combustible materials.
F. Provide and maintain access to fire hydrants free of obstructions.
3.03 PARKING
A. Arrange for temporary parking areas to accommodate use of construction personnel.
B. When site space is not adequate, provide additional off-site parking.
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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3.04 CONSTRUCTION PARKING CONTROL
A. Control vehicular parking to prevent interference with public traffic and parking, access by
emergency vehicles, and City of San Juan Capistrano's operations.
B. Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular
access to and through parking areas.
C. Prevent parking on or adjacent to access roads or in non-designated areas.
3.05 FLAG PERSONS
A. Provide trained and equipped flag persons to regulate traffic when construction operations or
traffic encroach on public traffic lanes.
3.06 FLARES AND LIGHTS
A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.
3.07 HAUL ROUTES
A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul
routes and site access.
B. Confine construction traffic to designated haul routes.
C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference
with public traffic.
3.08 TRAFFIC SIGNS AND SIGNALS
A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere
as needed to direct construction and affected public traffic.
B. Relocate as work progresses, to maintain effective traffic control.
3.09 MAINTENANCE
A. Maintain traffic and parking areas in a sound condition free of excavated material, construction
equipment, products, mud, snow, and ice.
B. Maintain existing paved areas used for construction; promptly repair breaks, potholes, low
areas, standing water, and other deficiencies, to maintain paving and drainage in original, or
specified, condition.
3.10 REMOVAL, REPAIR
A. Remove temporary roads when permanent paving is usable.
B. Remove underground work and compacted materials to a depth of 2 feet; fill and grade site as
specified.
C. Repair existing facilities damaged by use, to original condition.
D. Remove equipment and devices when no longer required.
E. Repair damage caused by installation.
F. Remove post settings to a depth of 2 feet.
3.11 MUD FROM SITE VEHICLES
A. Provide means of removing mud from vehicle wheels before entering streets.
END OF SECTION
VEHICULAR ACCESS AND 01 5500-Page 2 of 2 Pages
PARKING
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 5713
TEMPORARY EROSION AND SEDIMENT CONTROL
PART1 GENERAL
1.01 SECTION INCLUDES
A. Prevention of erosion due to construction activities.
B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers
due to construction activities.
C. Restoration of areas eroded due to insufficient preventive measures.
D. Performance bond.
E. Compensation of City of San Juan Capistrano for fines levied by authorities having jurisdiction
due to non-compliance by Contractor.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
1.03 REFERENCE STANDARDS
A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to
Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014.
B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity;
1999a (Reapproved 2014).
C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011.
D. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of
Geotextiles; 2015a.
E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile;
2012.
F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls
and Samples; 2002 (Reapproved 2009).
G. EPA (NPDES)- National Pollutant Discharge Elimination System (NPDES), Construction
General Permit; Current Edition.
H. FHWA FLP-94-005- Best Management Practices for Erosion and Sediment Control; 1995.
I. USDA TR-55- Urban Hydrology for Small Watersheds; USDA Natural Resources Conservation
Service; 2009.
1.04 PERFORMANCE REQUIREMENTS
A. Comply with requirements of EPA(NPDES)for erosion and sedimentation control, as specified
by the NPDES, for Phases I and II, and in compliance with requirements of Construction
General Permit (CGP), whether the project is required by law to comply or not.
B. Also comply with all more stringent requirements of State of California Erosion and
Sedimentation Control Manual.
C. Comply with all requirements of the City of San Juan Capistrano for erosion and sedimentation
control, even though this project is not required by law to comply.
D. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic
inspection reports.
E. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until
applicable permits have been obtained; furnish all documentation required to obtain applicable
permits.
1. City of San Juan Capistrano will obtain permits and pay for securities required by authority
having jurisdiction.
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F. Provide to City of San Juan Capistrano a Performance Bond covering erosion and
sedimentation preventive measures only, in an amount equal to 100 percent of the cost of
erosion and sedimentation control work.
G. Timing: Put preventive measures in place as soon as possible after disturbance of surface
cover and before precipitation occurs.
H. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover
due to construction activities for this project.
1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels,
in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever
is less.
2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events
that might occur in 25 years.
I. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to
construction activities for this project.
1. Control movement of sediment and soil from temporary stockpiles of soil.
2. Prevent development of ruts due to equipment and vehicular traffic.
3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at
no cost to City of San Juan Capistrano.
J. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused
by water leaving the project site due to construction activities for this project.
1. Prevent windblown soil from leaving the project site.
2. Prevent tracking of mud onto public roads outside site.
3. Prevent mud and sediment from flowing onto sidewalks and pavements.
4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at
no cost to City of San Juan Capistrano.
K. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site,
including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary
sewers.
1. If sedimentation occurs, install or correct preventive measures immediately at no cost to
City of San Juan Capistrano; remove deposited sediments; comply with requirements of
authorities having jurisdiction.
2. If sediment basins are used as temporary preventive measures, pump dry and remove
deposited sediment after each storm.
L. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site,
including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary
sewers.
1. If sedimentation occurs, install or correct preventive measures immediately at no cost to
City of San Juan Capistrano; remove deposited sediments; comply with requirements of
authorities having jurisdiction.
M. Open Water: Prevent standing water that could become stagnant.
N. Maintenance: Maintain temporary preventive measures until permanent measures have been
established.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Erosion and Sedimentation Control Plan:
1. Submit within 2 weeks after Notice to Proceed.
2. Include:
a. Site plan identifying soils and vegetation, existing erosion problems, and areas
vulnerable to erosion due to topography, soils, vegetation, or drainage.
b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and
other temporary construction; and proposed preventive measures.
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c. Where extensive areas of soil will be disturbed, include storm water flow and volume
calculations, soil loss predictions, and proposed preventive measures.
d. Schedule of temporary preventive measures, in relation to ground disturbing activities.
e. Other information required by law.
f. Format required by law is acceptable, provided any additional information specified is
also included.
3. Obtain the approval of the Plan by authorities having jurisdiction.
4. Obtain the approval of the Plan by City of San Juan Capistrano.
C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with
specified requirements, signed by legally authorized official of manufacturer; indicate actual
minimum average roll values; identify fabric by roll identification numbers.
D. Inspection Reports: Submit report of each inspection; identify each preventive measure,
indicate condition, and specify maintenance or repair required and accomplished.
E. Maintenance Instructions: Provide instructions covering inspection and maintenance for
temporary measures that must remain after Substantial Completion.
PART 2 PRODUCTS
2.01 MATERIALS
A. Mulch: Use one of the following:
1. Straw or hay.
2. Wood waste, chips, or bark.
3. Erosion control matting or netting.
4. Cutback asphalt.
5. Polyethylene film, where specifically indicated only.
B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season,
and intended purpose. If same area will later be planted with permanent vegetation, do not use
species known to be excessively competitive or prone to volunteer in subsequent seasons.
C. Bales: Air dry, rectangular straw bales.
1. Cross Section: 14 by 18 inches, minimum.
2. Bindings: Wire or string, around long dimension.
D. Bale Stakes: One of the following, minimum 3 feet long:
1. Steel U-or T-section, with minimum mass of 1.33 Ib per linear foot.
2. Wood, 2 by 2 inches in cross section.
E. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and
insects; non-biodegradable; in longest lengths possible; fabric including seams with the
following minimum average roll lengths:
1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with
ASTM D4751.
2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491.
3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in
accordance with ASTM D4355/D4355M after 500 hours exposure.
4. Tensile Strength: 100 Ib-f, minimum, in cross-machine direction; 124 Ib-f, minimum, in
machine direction; when tested in accordance with ASTM D4632/D4632M.
5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M.
6. Tear Strength: 55 Ib-f, minimum, when tested in accordance with ASTM D4533.
7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.
8. Manufacturers:
a. TenCate; As selected by Contractor: www.tencate.com.
b. North American Green; As selected by Contractor: www.nagreen.com.
c. Propex Geosynthetics; As selected by Contractor: www.geotextile.com
d. Substitutions: See Section 01 6000 - Product Requirements.
F. Silt Fence Posts: One of the following, minimum 5 feet long:
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
1. Steel U-or T-section, with minimum mass of 1.33 Ib per linear foot.
2. Softwood, 4 by 4 inches in cross section.
3. Hardwood, 2 by 2 inches in cross section.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine site and identify existing features that contribute to erosion resistance; maintain such
existing features to greatest extent possible.
3.02 PREPARATION
A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.
3.03 SCOPE OF PREVENTIVE MEASURES
A. In all cases, if permanent erosion resistant measures have been installed temporary preventive
measures are not required.
B. Construction Entrances: Traffic-bearing aggregate surface.
1. Width: As required; 20 feet, minimum.
2. Length: 50 feet, minimum.
3. Provide at each construction entrance from public right-of-way.
4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing
area out of direct traffic lane, with drain into sediment trap or basin.
C. Linear Sediment Barriers: Made of silt fences.
1. Provide linear sediment barriers:
a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.
b. Along the top of the slope or top bank of drainage channels and swales that traverse
disturbed areas.
c. Along the toe of cut slopes and fill slopes.
d. Perpendicular to flow across the bottom of existing and new drainage channels and
swales that traverse disturbed areas or carry runoff from disturbed areas; space at
maximum of 200 feet apart.
e. Across the entrances to culverts that receive runoff from disturbed areas.
2. Space sediment barriers with the following maximum slope length upslope from barrier:
a. Slope of Less Than 2 Percent: 100 feet..
b. Slope Between 2 and 5 Percent: 75 feet.
c. Slope Between 5 and 10 Percent: 50 feet.
d. Slope Between 10 and 20 Percent: 25 feet.
e. Slope Over 20 Percent: 15 feet.
D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following
measures:
1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one
piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to
prevent dislodging; orient cores of blocks so runoff passes into inlet.
2. Straw bale row blocking entire inlet face area; anchor into pavement.
E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings.
F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at
downspout outlets and storm water outlets.
G. Soil Stockpiles: Protect using one of the following measures:
1. Cover with polyethylene film, secured by placing soil on outer edges.
2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips,
or shredded leaves, or 6 inches of straw or hay.
H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.
1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required.
2. Asphalt: Use only where no traffic, either vehicular or pedestrian, is anticipated.
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I. Temporary Seeding: Use where temporary vegetated cover is required.
3.04 INSTALLATION
A. Traffic-Bearing Aggregate Surface:
1. Excavate minimum of 6 inches.
2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.
3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone.
B. Silt Fences:
1. Store and handle fabric in accordance with ASTM D4873.
2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use
nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum,
with fabric embedded at least 4 inches in ground.
3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use
nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum,
with fabric embedded at least 6 inches in ground.
4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is
more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and
steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.
5. Install with top of fabric at nominal height and embedment as specified.
6. Embed bottom of fabric in a trench on the upslope side of fence, with 2 inches of fabric laid
flat on bottom of trench facing upslope; backfill trench and compact.
7. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping
at least 18 inches, with extra post.
8. Fasten fabric to wood posts using one of the following:
a. Four nails per post with 3/4 inch diameter flat or button head, 1 inch long, and 14
gage, 0.083 inch shank diameter.
b. Five staples per post with at least 17 gage, 0.0453 inch wire, 3/4 inch crown width and
1/2 inch long legs.
9. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.
10. Wherever runoff will flow around end of barrier or over the top, provide temporary splash
pad or other outlet protection; at such outlets in the run of the barrier, make barrier not
more than 12 inches high with post spacing not more than 4 feet.
C. Straw Bale Rows:
1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row
turned uphill.
2. Install bales so that bindings are not in contact with the ground.
3. Embed bales at least 4 inches in the ground.
4. Anchor bales with at least two stakes per bale, driven at least 18 inches into the ground;
drive first stake in each bale toward the previously placed bale to force bales together.
5. Fill gaps between ends of bales with loose straw wedged tightly.
6. Place soil excavated for trench against bales on the upslope side of the row, compacted.
D. Temporary Seeding:
1. When hydraulic seeder is used, seedbed preparation is not required.
2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut
slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying
sufficiently to allow seed to lodge and germinate.
3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer
at 1 pound per 1000 sq ft.
4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq
ft.
5. Incorporate fertilizer into soil before seeding.
6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep.
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7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without
causing runoff or erosion.
8. Repeat irrigation as required until grass is established.
3.05 MAINTENANCE
A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces
0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.
B. Repair deficiencies immediately.
C. Silt Fences:
1. Promptly replace fabric that deteriorates unless need for fence has passed.
2. Remove silt deposits that exceed one-third of the height of the fence.
3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or
other causes.
D. Straw Bale Rows:
1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed.
2. Remove silt deposits that exceed one-half of the height of the bales.
3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or
other causes.
E. Clean out temporary sediment control structures weekly and relocate soil on site.
F. Place sediment in appropriate locations on site; do not remove from site.
3.06 CLEANUP
A. Remove temporary measures after permanent measures have been installed, unless permitted
to remain by Elements Architecture, Inc..
B. Clean out temporary sediment control structures that are to remain as permanent measures.
C. Where removal of temporary measures would leave exposed soil, shape surface to an
acceptable grade and finish to match adjacent ground surfaces.
END OF SECTION
TEMPORARY EROSION AND 01 5713-Page 6 of 6 Pages
SEDIMENT CONTROL
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San Juan Capistrano, CA
SECTION 01 6000
PRODUCT REQUIREMENTS
PART1 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 City of San Juan Capistrano-supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Document 00 2113 - Instructions to Bidders: Product options and substitution procedures prior
to bid date.
B. Section 01 1000 - Summary: Lists of products to be removed from existing building.
C. Section 01 4000 - Quality Requirements: Product quality monitoring.
D. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions: Requirements for
VOC-restricted product categories.
E. Section 01 7419- Construction Waste Management and Disposal: Waste disposal
requirements potentially affecting packaging and substitutions.
1.03 REFERENCE STANDARDS
A. 16 CFR 260.13 - Guides for the Use of Environmental Marketing Claims; Federal Trade
Commission; Recycled Content; Current Edition.
B. ASTM D6866 - Standard Test Methods for Determining the Biobased Content of Solid, Liquid,
and Gaseous Samples Using Radiocarbon Analysis; 2016.
C. C2C (DIR) - C2C Certified Products Registry; Cradle to Cradle Products Innovation Institute;
www.c2ccertified.org/products/registry.
1.04 SUBMITTALS
A. Proposed Products List: Submit list of major products proposed for use, with name of
manufacturer, trade name, and model number of each product.
1. Submit within 15 days after date of Agreement.
2. For products specified only by reference standards, list applicable reference standards.
B. 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.
C. 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.
D. 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.
1.05 QUALITY ASSURANCE
A. Sustainably Harvested Wood: Solid wood, wood chips, and wood fiber certified or labeled by an
organization accredited by one of the following:
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1. The Forest Stewardship Council, The Principles for Natural Forest Management; for
Canada visit http://www.fsccanada.org, for the USA visit http://www.fscus.org.
2. Acceptable Evidence: Copies of invoices bearing the certifying organization's certification
numbers.
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 City of San Juan Capistrano;
notify City of San Juan Capistrano promptly upon discovery; protect, remove, handle, and store
as directed by City of San Juan Capistrano.
C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,
reinstalled, delivered to the City of San Juan Capistrano, or otherwise indicated as to remain the
property of the City of San Juan Capistrano, become the property of the Contractor; remove
from site.
D. Specific Products to be Reused: The reuse of certain materials and equipment already existing
on the project site is required.
1. See Section 01 1000 for list of items required to be salvaged for reuse and relocation.
2. If reuse of other existing materials or equipment is desired, submit substitution request.
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.
3. Containing lead, cadmium, asbestos.
C. Where all other criteria are met, Contractor shall give preference to products that:
1. If used on interior, have lower emissions, as defined in Section 01 6116.
2. If wet-applied, have lower VOC content, as defined in Section 01 6116.
3. Are extracted, harvested, and/or manufactured closer to the location of the project.
4. Have longer documented life span under normal use.
5. Result in less construction waste.
6. Are made of vegetable materials that are rapidly renewable.
7. Are made of recycled materials.
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. Elements Architecture, Inc. will consider requests for substitutions only within 15 days after date
of Agreement.
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B. Substitutions will be considered when a product, through no fault of the Contractor, becomes
unavailable or unsuitable due to regulatory change.
C. Document each request with complete data substantiating compliance of proposed substitution
with Contract Documents.
D. 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. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other Work that may be required
for the Work to be complete with no additional cost to City of San Juan Capistrano.
4. Waives claims for additional costs or time extension that may subsequently become
apparent.
5. Agrees to reimburse City of San Juan Capistrano and Elements Architecture, Inc. for
review or redesign services associated with re-approval by authorities.
E. 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.
F. Substitution Submittal Procedure (after contract award):
1. Submit three 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. Elements Architecture, Inc. will notify Contractor in writing of decision to accept or reject
request.
3.02 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. If special precautions are required, attach instructions prominently and legibly on outside of
packaging.
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacturer's instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage, and to minimize handling.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 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.
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F. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
G. Comply with manufacturer's warranty conditions, if any.
H. Do not store products directly on the ground.
I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
J. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with
foreign matter.
K. Prevent contact with material that may cause corrosion, discoloration, or staining.
L. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
M. 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
PRODUCT REQUIREMENTS 01 6000-Page 4 of 4 Pages
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SECTION 01 6116
VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Requirements for VOC-Content-Restricted products.
B. Requirement for installer certification that they did not use any non-compliant products.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 -Administrative Requirements: Submittal procedures.
B. Section 01 3329.07- Prohibited Content Installer Certification: Form for certifying that no
non-compliant products were used.
C. Section 01 4000 - Quality Requirements: Procedures for testing and certifications.
D. Section 01 6000 - Product Requirements: Fundamental product requirements, substitutions
and product options, delivery, storage, and handling.
E. Section 07 9200 -Joint Sealants: Emissions-compliant sealants.
1.03 DEFINITIONS
A. VOC-Content-Restricted Products: All products in the following product categories, whether
specified or not:
1. Other products when specifically stated in the specifications.
B. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or
not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.
C. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers,
whether specified or not; including firestopping sealants and duct joint sealers.
D. Inherently Non-Emitting Materials: Products composed wholly of minerals or metals, unless
they include organic-based surface coatings, binders, or sealants; and specifically the following:
1. Concrete.
2. Clay brick.
3. Metals that are plated, anodized, or powder-coated.
4. Glass.
5. Ceramics.
1.04 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. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content of
Paints and Related Coatings; 2005 (Reapproved 2013).
C. CARB (SCM)- Suggested Control Measure for Architectural Coatings; California Air Resources
Board; 2007.
D. GreenSeal GS-36-Adhesives for Commercial Use; 2013.
E. SCAQMD 1113-South Coast Air Quality Management District Rule No.1113; current edition.
F. SCAQMD 1168- South Coast Air Quality Management District Rule No.1168; current edition.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: For each VOC-restricted product used in the project, submit evidence of
compliance.
C. Installer Certifications Regarding Prohibited Content: Require each installer of any type of
product (not just the products for which VOC restrictions are specified)to certify that either 1) no
adhesives,joint sealants, paints, coatings, or composite wood or agrifiber products have been
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(VOC)CONTENT RESTRICTIONS
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used in the installation of his products, or 2)that such products used comply with these
requirements.
1.06 QUALITY ASSURANCE
A. VOC Content Test Method: 40 CFR 59, Subpart D (EPA Method 24), or ASTM D3960, unless
otherwise indicated.
1. Evidence of Compliance: Acceptable types of evidence are:
a. Report of laboratory testing performed in accordance with requirements.
B. Testing Agency Qualifications: Independent firm specializing in performing testing and
inspections of the type specified in this section.
PART 2 PRODUCTS
2.01 MATERIALS
A. All Products: Comply with the most stringent of federal, State, and local requirements, or these
specifications.
B. VOC-Content-Restricted Products: VOC content not greater than required by the following:
1. Adhesives, Including Flooring Adhesives: SCAQMD 1168 Rule.
2. Aerosol Adhesives: GreenSeal GS-36.
3. Joint Sealants: SCAQMD 1168 Rule.
4. Paints and Coatings: Each color; most stringent of the following:
a. 40 CFR 59, Subpart D.
b. SCAQMD 1113 Rule.
c. CARIB (SCM).
PART 3 EXECUTION
3.01 FIELD QUALITY CONTROL
A. City of San Juan Capistrano reserves the right to reject non-compliant products, whether
installed or not, and require their removal and replacement with compliant products at no extra
cost to City of San Juan Capistrano.
B. Additional costs to restore indoor air quality due to installation of non-compliant products will be
borne by Contractor.
END OF SECTION
VOLATILE ORGANIC COMPOUND 01 6116-Page 2 of 2 Pages
(VOC)CONTENT RESTRICTIONS
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SECTION 01 6116.01
ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM
FORM
1.01 IDENTIFICATION:
A. Project Name:
B. Project No.:
C. Elements Architecture, Inc.:
1.02 USE OF THIS FORM:
A. Because installers are allowed and directed to choose accessory materials suitable for the
applicable installation, there is a possibility that such accessory materials might contain VOC
content in excess of that permitted, especially where such materials have not been explicitly
specified.
B. Contractor is required to obtain and submit this form from each installer of work on this project.
C. For each product category listed, circle the correct words in brackets: either[HAS] or[HAS
NOT].
D. If any of these accessory materials has been used, attach to this form product data and MSDS
sheet for each such product.
1.03 VOC CONTENT RESTRICTIONS ARE SPECIFIED IN SECTION 01 6116.
2.01 PRODUCT CERTIFICATION
A. I certify that the installation work of my firm on this project:
1. [HAS] [HAS NOT] required the use of any ADHESIVES.
2. [HAS] [HAS NOT] required the use of any JOINT SEALANTS.
3. [HAS] [HAS NOT] required the use of any PAINTS OR COATINGS.
4. [HAS] [HAS NOT] required the use of any COMPOSITE WOOD or AGRIFIBER
PRODUCTS.
B. Product data and MSDS sheets are attached.
3.01 CERTIFIED BY: (INSTALLER/MANUFACTURER/SUPPLIER FIRM)
A. Firm Name:
B. Print Name:
C. Signature:
D. Title: (officer of company)
E. Date:
END OF SECTION
ACCESSORY MATERIAL VOC 01 6116.01 -Page 1 of 1 Pages
CONTENT CERTIFICATION FORM
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San Juan Capistrano, CA
SECTION 01 7000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART1 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 City of San Juan Capistrano personnel.
I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
J. General requirements for maintenance service.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy;
work sequence; identification of salvaged and relocated materials.
C. Section 01 3000 -Administrative Requirements: Submittals procedures, Electronic document
submittal service.
D. Section 01 4000 - Quality Requirements: Testing and inspection procedures.
E. Section 01 5000 -Temporary Facilities and Controls: Temporary exterior enclosures.
F. Section 01 5000 -Temporary Facilities and Controls: Temporary interior partitions.
G. Section 01 5100 -Temporary Utilities: Temporary heating, cooling, and ventilating facilities.
H. Section 01 5713 -Temporary Erosion and Sediment Control: Additional erosion and
sedimentation control requirements.
I. Section 01 7419- Construction Waste Management and Disposal: Additional procedures for
trash/waste removal, recycling, salvage, and reuse.
J. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.
K. Section 01 7900 - Demonstration and Training: Demonstration of products and systems to be
commissioned and where indicated in specific specification sections
L. Section 02 4100 - Demolition: Demolition of whole structures and parts thereof; site utility
demolition.
M. Individual Product Specification Sections:
1. Advance notification to other sections of openings required in work of those sections.
2. Limitations on cutting structural members.
1.03 REFERENCE STANDARDS
A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;
2013.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
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REQUIREMENTS
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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.
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 City of San Juan Capistrano 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. Alternatives to cutting and patching.
f. Effect on work of City of San Juan Capistrano or separate Contractor.
g. Written permission of affected separate Contractor.
h. 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 demolition work, employ a firm specializing in the type of work required.
1. Minimum of 3 years of documented experience.
B. For survey work, employ a land surveyor registered in California and acceptable to Elements
Architecture, Inc.. Submit evidence of Surveyor's Errors and Omissions insurance coverage in
the form of an Insurance Certificate.
C. For field engineering, employ a professional engineer of the discipline required for specific
service on Project, licensed in California.
D. For design of temporary shoring and bracing, employ a Professional Engineer experienced in
design of this type of work and licensed in California.
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.
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REQUIREMENTS
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1. Provide dust-proof enclosures to prevent entry of dust generated outdoors.
2. Provide dust-proof barriers between construction areas and areas continuing to be
occupied by City of San Juan Capistrano.
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. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm.
H. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
1. Pest Control Service: Weekly treatments.
I. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or
invading premises.
J. 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.
1.07 COORDINATION
A. See Section 01 1000 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 City of San Juan Capistrano occupancy of premises, coordinate access to site for
correction of defective work and work not in accordance with Contract Documents, to minimize
disruption of City of San Juan Capistrano'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 01 6000 - Product Requirements.
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
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.
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 Elements Architecture, Inc. 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 Elements Architecture, Inc., City of San Juan Capistrano, 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 Elements Architecture, Inc. of any discrepancies discovered.
C. Contractor shall locate and protect survey control and reference points.
D. Control datum for survey is that established by City of San Juan Capistrano provided survey.
E. Protect survey control points prior to starting site work; preserve permanent reference points
during construction.
F. Promptly report to Elements Architecture, Inc. the loss or destruction of any reference point or
relocation required because of changes in grades or other reasons.
G. Replace dislocated survey control points based on original survey control. Make no changes
without prior written notice to Elements Architecture, Inc..
H. Utilize recognized engineering survey practices.
I. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar
appropriate means:
1. Grid or axis for structures.
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
2. Building foundation, column locations, ground floor elevations.
J. Periodically verify layouts by same means.
K. 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 Elements Architecture, Inc. before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
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 01 5000 in locations indicated on drawings.
2. Provide sound retardant partitions of construction indicated on drawings in locations
indicated on drawings.
C. Maintain weatherproof exterior building enclosure except for interruptions required for
replacement or modifications; take care to prevent water and humidity damage.
1. Where openings in exterior enclosure exist, provide construction to make exterior
enclosure weatherproof.
2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by
alterations work.
D. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace
with new construction specified.
2. Remove items indicated on drawings.
3. Relocate items indicated on drawings.
4. 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.
5. Where new surface finishes are not specified or indicated, patch holes and damaged
surfaces to match adjacent finished surfaces as closely as possible.
E. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and
Telecommunications): Remove, relocate, and extend existing systems to accommodate new
construction.
1. Maintain existing active systems that are to remain in operation; maintain access to
equipment and operational components; if necessary, modify installation to allow access or
provide access panel.
2. Where existing systems or equipment are not active and Contract Documents require
reactivation, put back into operational condition; repair supply, distribution, and equipment
as required.
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
3. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready
for service.
a. Disable existing systems only to make switchovers and connections; minimize
duration of outages.
b. See Section 01 1000 for other limitations on outages and required notifications.
c. Provide temporary connections as required to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those above
accessible ceilings; remove back to source of supply where possible, otherwise cap stub
and tag with identification; patch holes left by removal using materials specified for new
construction.
F. 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.
G. 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 Elements Architecture, Inc..
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.
3. Where a change of plane of 1/4 inch or more occurs in existing work, submit
recommendation for providing a smooth transition for Elements Architecture, Inc. review
and request instructions.
4. Trim existing wood doors as necessary to clear new floor finish. Refinish trim as required.
H. 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.
I. Refinish existing surfaces as indicated:
1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces
to remain to the specified condition for each material, with a neat transition to adjacent
finishes.
2. If mechanical or electrical work is exposed accidentally during the work, re-cover and
refinish to match.
J. Clean existing systems and equipment.
K. Remove demolition debris and abandoned items from alterations areas and dispose of off-site;
do not burn or bury.
L. Do not begin new construction in alterations areas before demolition is complete.
M. 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.
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
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.
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 07 8400, 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.
F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
G. Prohibit traffic from landscaped areas.
H. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.
3.10 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Notify Elements Architecture, Inc. and owner seven days prior to start-up of each item.
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
C. Verify that each piece of equipment or system has been checked for proper lubrication, drive
rotation, belt tension, control sequence, and for conditions that may cause damage.
D. Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
E. Verify that wiring and support components for equipment are complete and tested.
F. Execute start-up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions.
G. When specified in individual specification Sections, require manufacturer to provide authorized
representative to be present at site to inspect, check, and approve equipment or system
installation prior to start-up, and to supervise placing equipment or system in operation.
H. Submit a written report that equipment or system has been properly installed and is functioning
correctly.
3.11 DEMONSTRATION AND INSTRUCTION
A. See Section 01 7900 - Demonstration and Training.
3.12 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.13 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
1. Clean areas to be occupied by City of San Juan Capistrano prior to final completion before
City of San Juan Capistrano occupancy.
B. Use cleaning materials that are nonhazardous.
C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains
and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft
surfaces.
D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
F. Clean filters of operating equipment.
G. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and
drainage systems.
H. Clean site; sweep paved areas, rake clean landscaped surfaces.
I. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;
dispose of in legal manner; do not burn or bury.
J. Clean City of San Juan Capistrano-occupied areas of work.
3.14 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
1. Provide copies to Elements Architecture, Inc. and City of San Juan Capistrano.
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 Elements Architecture, Inc. when work is considered ready for Elements Architecture,
Inc.'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
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
accordance with Contract Documents and ready for Elements Architecture, Inc.'s Substantial
Completion inspection.
E. City of San Juan Capistrano will occupy all of the building as specified in Section 01 1000.
F. Conduct Substantial Completion inspection and create Final Correction Punch List containing
Elements Architecture, Inc.'s and Contractor's comprehensive list of items identified to be
completed or corrected and submit to Elements Architecture, Inc..
G. Correct items of work listed in Final Correction Punch List and comply with requirements for
access to City of San Juan Capistrano-occupied areas.
H. Accompany Project Coordinator on Contractor's preliminary final inspection.
I. Notify Elements Architecture, Inc. when work is considered finally complete and ready for
Elements Architecture, Inc.'s Substantial Completion final inspection.
J. Complete items of work determined by Elements Architecture, Inc. listed in executed Certificate
of Substantial Completion.
3.15 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 City of San Juan Capistrano.
END OF SECTION
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REQUIREMENTS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 01 7419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART1 GENERAL
1.01 WASTE MANAGEMENT REQUIREMENTS
A. City of San Juan Capistrano requires that this project generate the least amount of trash and
waste possible.
B. Employ processes that ensure the generation of as little waste as possible due to error, poor
planning, breakage, mishandling, contamination, or other factors.
C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as
economically feasible.
D. City of San Juan Capistrano may decide to pay for additional recycling, salvage, and/or reuse
based on Landfill Alternatives Proposal specified below.
E. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or
by incineration:
1. Aluminum and plastic beverage containers.
2. Corrugated cardboard.
3. Wood pallets.
4. Clean dimensional wood: May be used as blocking or furring.
5. Metals, including packaging banding, metal studs, sheet metal, structural steel, piping,
reinforcing bars, door frames, and other items made of steel, iron, galvanized steel,
stainless steel, aluminum, copper, zinc, lead, brass, and bronze.
6. Paint.
7. Plastic sheeting.
8. Mechanical and electrical equipment.
F. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, recycling,
salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use
the same units of measure on all reports.
G. Contractor shall develop and follow a Waste Management Plan designed to implement these
requirements.
H. Methods of trash/waste disposal that are not acceptable are:
1. Burning on the project site.
2. Burying on the project site.
3. Dumping or burying on other property, public or private.
4. Other illegal dumping or burying.
5. Incineration, either on- or off-site.
I. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory
requirements, including but not limited to Federal, state and local requirements, pertaining to
legal disposal of all construction and demolition waste materials.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 1000 - Summary: List of items to be salvaged from the existing building for
relocation in project or for City of San Juan Capistrano.
C. Section 01 3000 -Administrative Requirements: Additional requirements for project meetings,
reports, submittal procedures, and project documentation.
D. Section 01 5000 -Temporary Facilities and Controls: Additional requirements related to
trash/waste collection and removal facilities and services.
E. Section 01 6000 - Product Requirements: Waste prevention requirements related to delivery,
storage, and handling.
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MANAGEMENT AND DISPOSAL
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
F. Section 01 7000 - Execution and Closeout Requirements: Trash/waste prevention procedures
related to demolition, cutting and patching, installation, protection, and cleaning.
1.03 DEFINITIONS
A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.
B. Construction and Demolition Waste: Solid wastes typically including building materials,
packaging, trash, debris, and rubble resulting from construction, remodeling, repair and
demolition operations.
C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity,
toxicity or reactivity.
D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility,
corrosivity, toxicity, or reactivity.
E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of
exposure.
F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and
remanufactured into a new product for reuse by others.
G. Recycle: To remove a waste material from the project site to another site for remanufacture
into a new product for reuse by others.
H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other
discarded materials for the purpose of using the altered form. Recycling does not include
burning, incinerating, or thermally destroying waste.
I. Return: To give back reusable items or unused products to vendors for credit.
J. Reuse: To reuse a construction waste material in some manner on the project site.
K. Salvage: To remove a waste material from the project site to another site for resale or reuse by
others.
L. Sediment: Soil and other debris that has been eroded and transported by storm or well
production run-off water.
M. Source Separation: The act of keeping different types of waste materials separate beginning
from the first time they become waste.
N. Toxic: Poisonous to humans either immediately or after a long period of exposure.
O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.
P. Waste: Extra material or material that has reached the end of its useful life in its intended use.
Waste includes salvageable, returnable, recyclable, and reusable material.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Landfill Alternatives Proposal: Within 10 calendar days after receipt of Notice of Award of Bid,
or prior to any trash or waste removal, whichever occurs sooner, submit a projection of
trash/waste that will require disposal and alternatives to landfilling, with net costs.
1. Submit to Elements Architecture, Inc. for City of San Juan Capistrano's review and
approval.
2. If City of San Juan Capistrano wishes to implement any cost alternatives, the Contract
Sum will be adjusted as specified elsewhere.
3. Include an analysis of trash/waste to be generated and landfill options as specified for
Waste Management Plan described below.
4. Describe as many alternatives to landfilling as possible:
a. List each material proposed to be salvaged, reused, or recycled.
b. List the proposed local market for each material.
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MANAGEMENT AND DISPOSAL
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
c. State the estimated net cost resulting from each alternative, after subtracting revenue
from sale of recycled or salvaged materials and landfill tipping fees saved due to
diversion of materials from the landfill.
C. Once City of San Juan Capistrano has determined which of the landfill alternatives addressed in
the Proposal above are acceptable, prepare and submit Waste Management Plan; submit
within 10 calendar days after notification by Elements Architecture, Inc..
D. Waste Management Plan: Include the following information:
1. Analysis of the trash and waste projected to be generated during the entire project
construction cycle, including types and quantities.
2. Landfill Options: The name, address, and telephone number of the landfill(s)where
trash/waste will be disposed of, the applicable landfill tipping fee(s), and the projected cost
of disposing of all project trash/waste in the landfill(s).
3. Landfill Alternatives: List all waste materials that will be diverted from landfills by reuse,
salvage, or recycling.
a. List each material proposed to be salvaged, reused, or recycled.
b. List the local market for each material.
c. State the estimated net cost, versus landfill disposal.
4. Meetings: Describe regular meetings to be held to address waste prevention, reduction,
recycling, salvage, reuse, and disposal.
5. Materials Handling Procedures: Describe the means by which materials to be diverted
from landfills will be protected from contamination and prepared for acceptance by
designated facilities; include separation procedures for recyclables, storage, and
packaging.
6. Transportation: Identify the destination and means of transportation of materials to be
recycled; i.e. whether materials will be site-separated and self-hauled to designated
centers, or whether mixed materials will be collected by a waste hauler.
7. Recycling Incentives: Describe procedures required to obtain credits, rebates, or similar
incentives.
E. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash and
waste, means of disposal or reuse, and costs; show both totals to date and since last report.
1. Submit updated Report with each Application for Progress Payment; failure to submit
Report will delay payment.
2. Submit Report on a form acceptable to City of San Juan Capistrano.
3. Landfill Disposal: Include the following information:
a. Identification of material.
b. Amount, in tons or cubic yards, of trash/waste material from the project disposed of in
landfills.
c. State the identity of landfills, total amount of tipping fees paid to landfill, and total
disposal cost.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and
cost.
4. Recycled and Salvaged Materials: Include the following information for each:
a. Identification of material, including those retrieved by installer for use on other
projects.
b. Amount, in tons or cubic yards, date removed from the project site, and receiving
party.
c. Transportation cost, amount paid or received for the material, and the net total cost or
savings of salvage or recycling each material.
d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and
cost.
e. Certification by receiving party that materials will not be disposed of in landfills or by
incineration.
5. Material Reused on Project: Include the following information for each:
a. Identification of material and how it was used in the project.
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San Juan Capistrano, CA
b. Amount, in tons or cubic yards.
c. Include weight tickets as evidence of quantity.
6. Other Disposal Methods: Include information similar to that described above, as
appropriate to disposal method.
F. Recycling Incentive Programs:
1. Where revenue accrues to Contractor, submit copies of documentation required to qualify
for incentive.
2. Where revenue accrues to City of San Juan Capistrano, submit any additional
documentation required by City of San Juan Capistrano in addition to information provided
in periodic Waste Disposal Report.
PART 2 PRODUCTS
2.01 PRODUCT SUBSTITUTIONS
A. See Section 01 6000 - Product Requirements for substitution submission procedures.
B. For each proposed product substitution, submit the following information in addition to
requirements specified in Section 01 6000:
1. Relative amount of waste produced, compared to specified product.
2. Cost savings on waste disposal, compared to specified product, to be deducted from the
Contract Sum.
3. Proposed disposal method for waste product.
4. Markets for recycled waste product.
PART 3 EXECUTION
3.01 WASTE MANAGEMENT PROCEDURES
A. See Section 01 1000 for list of items to be salvaged from the existing building for relocation in
project or for City of San Juan Capistrano.
B. See Section 01 3000 for additional requirements for project meetings, reports, submittal
procedures, and project documentation.
C. See Section 01 5000 for additional requirements related to trash/waste collection and removal
facilities and services.
D. See Section 01 6000 for waste prevention requirements related to delivery, storage, and
handling.
E. See Section 01 7000 for trash/waste prevention procedures related to demolition, cutting and
patching, installation, protection, and cleaning.
3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site person or persons responsible for instructing workers and
overseeing and documenting results of the Waste Management Plan.
B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each
subcontractor, City of San Juan Capistrano, and Elements Architecture, Inc..
C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling,
salvage, reuse, and return methods to be used by all parties at the appropriate stages of the
project.
D. Meetings: Discuss trash/waste management goals and issues at project meetings.
1. Pre-bid meeting.
2. Pre-construction meeting.
3. Regular job-site meetings.
E. Facilities: Provide specific facilities for separation and storage of materials for recycling,
salvage, reuse, return, and trash disposal, for use by all contractors and installers.
1. As a minimum, provide:
a. Separate area for storage of materials to be reused on-site, such as wood cut-offs for
blocking.
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b. Recycling bins at worker lunch area.
2. Provide containers as required.
3. Provide temporary enclosures around piles of separated materials to be recycled or
salvaged.
4. Provide materials for barriers and enclosures that are nonhazardous, recyclable, or
reusable to the maximum extent possible; reuse project construction waste materials if
possible.
5. Locate enclosures out of the way of construction traffic.
6. Provide adequate space for pick-up and delivery and convenience to subcontractors.
7. If an enclosed area is not provided, clearly lay out and label a specific area on-site.
8. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to
avoid contamination of materials.
F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable
regulations.
G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products
in order to prevent contamination of materials and to maximize recyclability of identified
materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to
prevent contamination of recyclable materials.
H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for
reuse.
I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.
END OF SECTION
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SECTION 01 7800
CLOSEOUT SUBMITTALS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano:
1. Technical Manuals
2. Spare Parts List
3. Record Drawings
B. Section 00 7200 - General Conditions and 00 7300 - Supplementary Conditions: Performance
bond and labor and material payment bonds, warranty, and correction of work.
C. Section 01 3000 -Administrative Requirements: Submittals procedures, shop drawings,
product data, and samples.
D. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.
E. Individual Product Sections: Specific requirements for operation and maintenance data.
F. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Elements Architecture, Inc. 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. Elements Architecture, Inc. 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 City of San Juan Capistrano, 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 Elements Architecture, Inc.
comments. Revise content of all document sets as required prior to final submission.
4. Submit 6 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
City of San Juan Capistrano'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.
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2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by City of San Juan
Capistrano.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction
including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
2. Field changes of dimension and detail.
3. 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:
1. Product data, with catalog number, size, composition, and color and texture designations.
2. Information for re-ordering custom manufactured products.
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. Moisture protection and weather-exposed products: Include product data listing applicable
reference standards, chemical composition, and details of installation. Provide
recommendations for inspections, maintenance, and repair.
D. Additional information as specified in individual product specification sections.
E. 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 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
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4. Complete nomenclature and model number of replaceable parts.
B. 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.
C. Include color coded wiring diagrams as installed.
D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut-down, and emergency instructions.
Include summer, winter, and any special operating instructions.
E. Maintenance Requirements: Include routine procedures and guide for preventative
maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and
alignment, adjusting, balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of lubricants required.
G. Include manufacturer's printed operation and maintenance instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
J. Provide control diagrams by controls manufacturer as installed.
K. Provide Contractor's coordination drawings, with color coded piping diagrams as installed.
L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and
control diagrams.
M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities
to be maintained in storage.
N. Include test and balancing reports.
O. Additional Requirements: As specified in individual product specification sections.
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for City of San Juan
Capistrano'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
Elements Architecture, Inc., Consultants,Contractorand 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.
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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.
b. Product data, shop drawings, and other submittals.
c. Operation and maintenance data.
d. Field quality control data.
e. Photocopies of warranties and bonds.
4. Design Data: To allow for addition of design data furnished by Elements Architecture, Inc.
or others, provide a tab labeled "Design Data" and provide a binder large enough to allow
for insertion of at least 20 pages of typed text.
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 City of San Juan Capistrano's permission, leave date of beginning of
time of warranty until 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. Include originals of each in operation and maintenance manuals, indexed separately on Table of
Contents.
END OF SECTION
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SECTION 01 7900
DEMONSTRATION AND TRAINING
PART1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems where indicated in specific specification sections.
B. Training of City of San Juan Capistrano personnel in operation and maintenance is required for:
1. Items specified in individual product Sections.
C. Training of City of San Juan Capistrano personnel in care, cleaning, maintenance, and repair is
required for:
1. Fixtures and fittings.
2. Items specified in individual product Sections.
1.02 RELATED REQUIREMENTS
A. See the separate Contract Documents and Specifications issued by the City of San Juan
Capistrano.
B. Section 01 7800 - Closeout Submittals: Operation and maintenance manuals.
C. Other Specification Sections: Additional requirements for demonstration and training.
1.03 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Training Plan: City of San Juan Capistrano will designate personnel to be trained; tailor training
to needs and skill-level of attendees.
1. Submit to Elements Architecture, Inc. for transmittal to City of San Juan Capistrano.
2. Submit not less than four weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products and/or systems to be covered.
c. Name of firm and person conducting training; include qualifications.
d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc., to be provided
by Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two
attendees per training session.
1. Include applicable portion of O&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not
included in O&M manuals.
3. Provide one extra copy of each training manual to be included with operation and
maintenance data.
D. Training Reports:
1. Identification of each training session, date, time, and duration.
2. Sign-in sheet showing names and job titles of attendees.
3. List of attendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answers to questions that could
not be answered in original training session.
E. Video Recordings: Submit digital video recording of each demonstration and training session
for City of San Juan Capistrano's subsequent use.
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1. Format: DVD Disc.
2. Label each disc and container with session identification and date.
1.04 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of
the relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION - GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the
purposes of this section, unless approved in advance by City of San Juan Capistrano.
B. Demonstration may be combined with City of San Juan Capistrano personnel training if
applicable.
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance
procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
D. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, and
repair procedures.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
3.02 TRAINING - GENERAL
A. Conduct training on-site unless otherwise indicated.
B. City of San Juan Capistrano will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of City of San Juan Capistrano's personnel to be
trained; re-schedule training sessions as required by City of San Juan Capistrano; once
schedule has been approved by City of San Juan Capistrano failure to conduct sessions
according to schedule will be cause for City of San Juan Capistrano to charge Contractor for
personnel "show-up"time.
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the O&M manuals and procedures for use and preservation; backup
copies.
2. Typical contents and organization of all manuals, including explanatory information, system
narratives, and product specific information.
3. Typical uses of the O&M manuals.
F. Product-and System-Specific Training:
1. Review the applicable O&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints,
and operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-down,
seasonal changeover and emergency procedures, and for maintenance, including
preventative maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
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5. Emphasize safe and proper operating requirements; discuss relevant health and safety
issues and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding
coverage.
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10. Review spare parts and tools required to be furnished by Contractor.
11. Review spare parts suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during
training session, provide written response within three days.
END OF SECTION
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SECTION 02 4100
DEMOLITION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Selective demolition of built site elements.
B. Selective demolition of building elements for alteration purposes.
1.02 RELATED REQUIREMENTS
A. Section 00 3100 -Available Project Information: Existing building survey conducted by City of
San Juan Capistrano; information about known hazardous materials.
B. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.
C. Section 01 1000 - Summary: Sequencing and staging requirements.
D. Section 01 1000 - Summary: Description of items to be removed by City of San Juan
Capistrano.
E. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by
Contractor.
F. Section 01 5000 -Temporary Facilities and Controls: Site fences, security, protective barriers,
and waste removal.
G. Section 01 5713 -Temporary Erosion and Sediment Control.
H. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage
and relocation.
I. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of
bench marks, survey control points, and existing construction to remain; reinstallation of
removed products; temporary bracing and shoring.
J. Section 01 7419- Construction Waste Management and Disposal: Limitations on disposal of
removed materials; requirements for recycling.
1.03 REFERENCE STANDARDS
A. 29 CFR 1926- U.S. Occupational Safety and Health Standards; current edition.
B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;
2013.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Site Plan: Showing:
1. Vegetation to be protected.
2. Areas for temporary construction and field offices.
3. Areas for temporary and permanent placement of removed materials.
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.
2. Identify demolition firm and submit qualifications.
3. Include a summary of safety procedures.
D. Project Record Documents: Accurately record actual locations of capped and active utilities
and subsurface construction.
1.05 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Company specializing in the type of work required.
1. Minimum of 3 years of documented experience.
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PART 2 PRODUCTS-- NOT USED
PART 3 EXECUTION
3.01 SCOPE
A. Remove other items indicated, for salvage, relocation, and recycling.
3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with other requirements specified in Section 01 7000.
B. Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1. Obtain required permits.
2. Comply with applicable requirements of NFPA 241.
3. Use of explosives is not permitted.
4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be
removed; do not allow worker or public access within range of potential collapse of
unstable structures.
5. Provide, erect, and maintain temporary barriers and security devices.
6. Use physical barriers to prevent access to areas that could be hazardous to workers or the
public.
7. Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
8. Do not close or obstruct roadways or sidewalks without permit.
9. Conduct operations to minimize obstruction of public and private entrances and exits; do
not obstruct required exits at any time; protect persons using entrances and exits from
removal operations.
10. Obtain written permission from owners of adjacent properties when demolition equipment
will traverse, infringe upon or limit access to their property.
C. Do not begin removal until receipt of notification to proceed from City of San Juan Capistrano.
D. Do not begin removal until built elements to be salvaged or relocated have been removed.
E. Do not begin removal until vegetation to be relocated has been removed and specified
measures have been taken to protect vegetation to remain.
F. Protect existing structures and other elements that are not to be removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger.
G. Minimize production of dust due to demolition operations; do not use water if that will result in
ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.
H. If hazardous materials are discovered during removal operations, stop work and notify Elements
Architecture, Inc. and City of San Juan Capistrano; hazardous materials include regulated
asbestos containing materials, lead, PCB's, and mercury.
I. Perform demolition in a manner that maximizes salvage and recycling of materials.
1. Comply with requirements of Section 01 7419 -Waste Management.
2. Dismantle existing construction and separate materials.
3. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection
point or point of reuse.
3.03 EXISTING UTILITIES
A. Coordinate work with utility companies; notify before starting work and comply with their
requirements; obtain required permits.
B. Protect existing utilities to remain from damage.
C. Do not disrupt public utilities without permit from authority having jurisdiction.
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D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7
days prior written notification to City of San Juan Capistrano.
E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at
least 3 days prior written notification to City of San Juan Capistrano.
F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of
utility type; protect from damage due to subsequent construction, using substantial barricades if
necessary.
G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected
and abandoned utilities.
H. Prepare building demolition areas by disconnecting and capping utilities outside the demolition
zone; identify and mark utilities to be subsequently reconnected, in same manner as other
utilities to remain.
3.04 SELECTIVE DEMOLITION FOR 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 Elements Architecture, Inc. before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
B. Separate areas in which demolition is being conducted from other areas that are still occupied.
1. Provide, erect, and maintain temporary dustproof partitions of construction specified in
Section 01 5000 in locations indicated on drawings.
2. Provide sound retardant partitions of construction indicated on drawings in locations
indicated on drawings.
C. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace
with new construction specified.
2. Remove items indicated on drawings.
D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and
Telecommunications): Remove existing systems and equipment as indicated.
1. Maintain existing active systems that are to remain in operation; maintain access to
equipment and operational components.
2. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready
for service.
3. See Section 01 1000 for other limitations on outages and required notifications.
4. Verify that abandoned services serve only abandoned facilities before removal.
5. Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of
supply where possible, otherwise cap stub and tag with identification.
E. 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.
4. Patch as specified for patching new work.
3.05 DEBRIS AND WASTE REMOVAL
A. Remove debris,junk, and trash from site.
B. Remove from site all materials not to be reused on site; comply with requirements of Section 01
7419 -Waste Management.
C. Leave site in clean condition, ready for subsequent work.
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D. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION
DEMOLITION 02 4100-Page 4 of 4 Pages
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SECTION 05 3100
STEEL DECKING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Roof deck.
1.02 RELATED REQUIREMENTS
A. Section 05 5000 - Metal Fabrications: Steel angle concrete stops at deck edges.
1.03 REFERENCE STANDARDS
A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.
B. ASTM A108- Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished; 2013.
C. ASTM Al23/A123M - Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
D. ASTM A510/A510M - Standard Specification for General Requirements for Wire Rods and
Coarse Round Wire, Carbon Steel, and Alloy Steel; 2013.
E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.
F. ASTM B633- Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel;
2015.
G. AWS D1.101.1 M - Structural Welding Code- Steel; 2015 (Errata 2016).
H. AWS D1.3/D1.3M - Structural Welding Code - Sheet Steel; 2008.
I. FM DS 1-29- Roof Deck Securement and Above-Deck Roof Components; Factory Mutual
System; 2006.
J. IAS AC172-Accreditation Criteria for Fabricator Inspection Programs for Structural Steel;
International Accreditation Service, Inc; 2015.
K. ICC-ES AC43-Acceptance Criteria for Steel Deck Roof and Floor Systems; ICC Evaluation
Service, Inc; 2010 (R2013).
L. ICC-ES AC70-Acceptance Criteria for Fasteners Power Driven into Concrete, Steel and
Masonry Elements; ICC Evaluation Service, Inc; 2013.
M. SDI (DM) - Publication No.30, Design Manual for Composite Decks, Form Decks, and Roof
Decks; 2007.
N. SSPC-Paint 15- Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).
O. SSPC-Paint 20 -Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittals procedures.
B. Shop Drawings: Indicate deck plan, support locations, projections, openings, reinforcement,
pertinent details, and accessories.
C. Product Data: Provide deck profile characteristics, dimensions, structural properties, and
finishes.
D. Certificates: Certify that products furnished meet or exceed specified requirements.
E. Submit manufacturer's installation instructions.
F. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within
the previous 12 months.
G. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is
accredited under IAS AC172.
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1.05 QUALITY ASSURANCE
A. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International
Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel in accordance
with IAS AC 172.
B. Installer Qualifications: Company specializing in performing the work of this Section with
minimum 5 years of experience.
1.06 DELIVERY, STORAGE,AND HANDLING
A. Cut plastic wrap to encourage ventilation.
B. Separate sheets and store deck on dry wood sleepers; slope for positive drainage.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Steel Deck:
1. Canam Steel Corporation: www.canam-steeljoists.ws.
2. Cordeck, Inc: www.cordeck.com.
3. Nucor-Vulcraft Group: www.vuIcraft.com.
4. Substitutions: See Section 01 6000- Product Requirements.
2.02 STEEL DECK
A. Roof Deck: Non-composite type, fluted steel sheet:
1. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 33/230, with
G90/Z275 galvanized coating.
2. Primer: Shop coat of manufacturer's standard primer paint over cleaned and
phosphatized substrate.
3. Minimum Base Metal Thickness: 22 gage, 0.0299 inch.
4. Nominal Height: 1-1/2 inch.
5. Profile: Fluted.
6. Formed Sheet Width: 24 inch.
7. Side Joints: Lock seam.
8. End Joints: Lapped, welded.
2.03 ACCESSORY MATERIALS
A. Welding Materials: AWS D1.1/D1.1M.
B. Fasteners: Galvanized hardened steel, self tapping.
C. Mechanical Fasteners: Steel; hex washer head, self-drilling, self-tapping.
1. Fasteners for Exposed Steel Roof Deck Application: Manufacturer's standard stainless
steel with bonded neoprene washer.
2. Products:
a. ITW Commercial Construction North America; ITW CCNA-Buildex Teks Select
Series: www.ITWBuildex.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
D. Weld Washers: Mild steel, uncoated, 3/4 inch outside diameter, 1/8 inch thick.
E. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities
having jurisdiction.
F. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, complying with VOC limitations of
authorities having jurisdiction.
2.04 FABRICATED DECK ACCESSORIES
A. Sheet Metal Deck Accessories: Metal closure strips, wet concrete stops, and cover plates, 22
gage, 0.0299 inch thick sheet steel; of profile and size as indicated; finished same as deck.
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PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions prior to beginning work.
3.02 INSTALLATION
A. Erect metal deck in accordance with SDI Design Manual and manufacturer's instructions. Align
and level.
B. Clinch lock seam side laps.
C. Drive mechanical sidelap connectors completely through adjacent lapped sheets; positively
engage adjacent sheets with minimum three-thread penetration.
D. Weld deck in accordance with AWS D1.3/D1.3M.
E. Immediately after welding deck and other metal components in position, coat welds, burned
areas, and damaged surface coating, with touch-up primer.
END OF SECTION
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SECTION 05 5000
METAL FABRICATIONS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Shop fabricated steel items.
1.02 RELATED REQUIREMENTS
A. Section 05 3100 - Steel Decking: Bearing plates and angles for metal deck bearing, including
anchorage.
B. Section 09 9113 - Exterior Painting: Paint finish.
1.03 REFERENCE STANDARDS
A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.
B. ASTM A48/A48M - Standard Specification for Gray Iron Castings; 2003 (Reapproved 2012).
C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless; 2012.
D. ASTM Al23/A123M - Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
E. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel
Hardware; 2009.
F. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon
Steel Plates; 2013.
G. ASTM A307- Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000
PSI Tensile Strength; 2014.
H. ASTM A501/A501 M - Standard Specification for Hot-Formed Welded and Seamless Carbon
Steel Structural Tubing; 2014.
I. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.
J. ASTM A1011/A1011 M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and
Ultra-High Strength; 2015.
K. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts, Steel and
Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile
Strength, Inch and Metric Dimensions; 2015a.
L. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012.
M. AWS D1.101.1 M - Structural Welding Code- Steel; 2015 (Errata 2016).
N. IAS AC172-Accreditation Criteria for Fabricator Inspection Programs for Structural Steel;
International Accreditation Service, Inc; 2015.
O. SSPC-Paint 15- Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004).
P. SSPC-Paint 20 -Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).
Q. SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004).
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size
and type of fasteners, and accessories. Include erection drawings, elevations, and details
where applicable.
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1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld
lengths.
C. Welders' Certificates: Submit certification for welders employed on the project, verifying AWS
qualification within the previous 12 months.
D. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is
accredited under IAS AC172.
1.05 QUALITY ASSURANCE
A. Fabricator Qualifications: A qualified steel fabricator that is accredited by IAS AC172.
PART 2 PRODUCTS
2.01 MATERIALS-STEEL
A. Steel Sections: ASTM A36/A36M.
B. Plates: ASTM A283/A283M.
C. Slotted Channel Framing: ASTM A653/A653M, Grade 33.
D. Slotted Channel Fittings: ASTM A1011/A1011M.
E. Bolts, Nuts, and Washers: ASTM A307, Grade A, plain.
F. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain.
G. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.
H. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities
having jurisdiction.
I. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with
VOC limitations of authorities having jurisdiction.
2.02 FABRICATION
A. Fit and shop assemble items in largest practical sections, for delivery to site.
B. Fabricate items with joints tightly fitted and secured.
C. 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.
D. Supply components required for anchorage of fabrications. Fabricate anchors and related
components of same material and finish as fabrication, except where specifically noted
otherwise.
2.03 FABRICATED ITEMS
A. Joist Hangers: Strap anchors, fabricated with sheet steel, 18 gage, 0.0478 inch minimum base
metal thickness; galvanized finish.
B. Ledge Angles, Shelf Angles, Channels, and Plates Not Attached to Structural Framing: For
support of metal decking; prime paint finish.
2.04 DOWNSPOUT BOOTS
A. Downspout Boots: Smooth interior without boxed corners or choke points; include integral lug
slots, integral cleanout, cleanout cover, and tamper proof fasteners.
1. Configuration: Angular.
2. Material: Cast iron; ASTM A48/A48M; casting thickness 3/8 inch (9.5 mm), minimum.
2.05 FINISHES - STEEL
A. Prime paint steel items.
1. Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is
required, and items to be covered with sprayed fireproofing.
B. Prepare surfaces to be primed in accordance with SSPC-SP2.
C. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.
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D. Prime Painting: One coat.
E. Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123M
requirements. Provide minimum 1.7 oz/sq ft galvanized coating.
F. Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM Al23/A123M
requirements.
2.06 FABRICATION TOLERANCES
A. Squareness: 1/8 inch maximum difference in diagonal measurements.
B. Maximum Offset Between Faces: 1/16 inch.
C. Maximum Misalignment of Adjacent Members: 1/16 inch.
D. Maximum Bow: 1/8 inch in 48 inches.
E. Maximum Deviation From Plane: 1/16 inch in 48 inches.
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 setting templates to the appropriate entities for steel items required to be cast into
concrete or embedded in masonry.
3.03 INSTALLATION
A. Install items plumb and level, accurately fitted, free from distortion or defects.
B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until
completion of erection and installation of permanent attachments.
C. Field weld components as indicated on drawings.
D. Perform field welding in accordance with AWS D1.1/D1.1M.
E. Obtain approval prior to site cutting or making adjustments not scheduled.
F. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in
contact with concrete.
3.04 TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.
B. Maximum Offset From True Alignment: 1/4 inch.
C. Maximum Out-of-Position: 1/4 inch.
END OF SECTION
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SECTION 06 0573
WOOD TREATMENT
PART1 GENERAL
1.01 SECTION INCLUDES
A. Site applied termiticide for wood materials.
B. Site applied termiticide for other building materials.
C. Site applied mildicide for wood materials.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions .
B. Section 06 1000 - Rough Carpentry: Factory treatment for wood products.
C. Section 06 1324 - Heavy Timber Framing: Factory treatment for wood products.
1.03 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide technical data on insulated sheathing, wood preservative materials, and
application instructions.
C. Warranty: Submit manufacturer warranty and ensure that forms have been completed in City of
San Juan Capistrano's name and registered with manufacturer.
1.04 DELIVERY, STORAGE,AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or
installation.
1.05 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Site Applied Termiticide and Mildicide: Correct defective Work within a twenty-five year period
after Date of Substantial Completion.
C. Provide five year manufacturer warranty for materials only.
PART 2 PRODUCTS
2.01 SITE APPLIED WOOD TREATMENT
A. Manufacturers:
1. Nisus Corporation: www.nisuscorp.com.
2. Substitutions: See Section 01 6000- Product Requirements.
B. Site Applied Termiticide for Wood: Borate mineral salt based, spray applied, penetrating
termiticide.
1. Products:
a. Nisus Corporation: www.nisuscorp.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
C. Site Applied Termiticide and Mildicide: Borate mineral salt based, spray applied termiticide,
mildicide and mold growth preventative.
1. Products:
a. Nisus Corporation: www.nisuscorp.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
D. Site Applied Termiticide for Wood, Steel and Concrete: Borate mineral salt based, spray
applied termiticide formulated for use on wood, steel, concrete and other building materials.
1. Active Ingredient: 40% minimum disodium octaborate tetrahydrate (DOT).
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2. Carrier and Penetrant: Proprietary glycol solution.
3. Products:
a. Nisus Corporation: www.nisuscorp.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
E. Site Applied Mold Cleaner: Non-bleaching, oxidizer based formula with high-pH tolerant
surfactant. Contains no sodium hydroxide or sodium hypochlorite.
1. Products:
a. Nisus Corporation: www.nisuscorp.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 PREPARATION
A. Remove dust, dirt and other contaminants from treatment surfaces. Remove tarpaulins,
dropcloths, strippable protective films, etc., from areas to be treated Move equipment and
stored materials that block or prevent product application.
3.02 INSTALLATION - GENERAL
A. Provide temporary ventilation during and immediately after installation sufficient to remove
indoor air contaminants.
3.03 SITE APPLIED WOOD TREATMENT
A. Comply with manufacturers written mixing and installation instructions.
B. Termiticide: Apply to foundations, structure and other items as listed.
1. All structural wood and sill plates within 24 inches, minimum, of point of contact with
foundation.
2. All wood, wood based and cellulosic sheathing within 24 inches, minimum, of point of
contact with foundation.
3. Concrete foundations 2 inches, minimum, from sill plate.
C. Mildicide: Apply to wood and wood based building materials as listed.
1. All structural wood and sill plates within 24 inches, minimum, of point of contact with
foundation.
2. All wood, wood based and cellulosic sheathing within 24 inches, minimum, of point of
contact with foundation.
END OF SECTION
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SECTION 06 1000
ROUGH CARPENTRY
PART1 GENERAL
1.01 SECTION INCLUDES
A. Structural dimension lumber framing.
B. Exposed timber structural framing.
C. Non-structural dimension lumber framing.
D. Preservative treated wood materials.
E. Miscellaneous framing and sheathing.
F. Concealed wood blocking, nailers, and supports.
G. Miscellaneous wood nailers, furring, and grounds.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions.
B. Section 06 0573 -Wood Treatment: Field-applied termiticide and mildicide for wood.
C. Section 06 1324 - Heavy Timber Framing.
D. Section 07 6200 - Sheet Metal Flashing and Trim: Sill flashings.
1.03 REFERENCE STANDARDS
A. AWC (WFCM)-Wood Frame Construction Manual for One-and Two-Family Dwellings; 2015.
B. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel
Hardware; 2009.
C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.
D. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.
E. PS 20-American Softwood Lumber Standard; 2010.
F. WCLIB (GR)-Standard Grading Rules for West Coast Lumber No. 17; 2004, and supplements.
G. WWPA G-5-Western Lumber Grading Rules; 2011.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide technical data on insulated sheathing, wood preservative materials, and
application instructions.
C. Samples: For rough carpentry members that will be exposed to view, submit two samples, 12
by 12 inch in size illustrating wood grain, color, and general appearance.
D. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or
exceed specified requirements.
E. Warranty: Submit manufacturer warranty and ensure that forms have been completed in City of
San Juan Capistrano's name and registered with manufacturer.
1.05 DELIVERY, STORAGE,AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective Work within a five year period after Date of Substantial Completion.
C. Provide five year manufacturer warranty for all materials.
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PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1. Species: Western Woods, unless otherwise indicated.
2. If no species is specified, provide any species graded by the agency specified; if no
grading agency is specified, provide lumber graded by any grading agency meeting the
specified requirements.
3. Grading Agency: Any grading agency whose rules are approved by the Board of Review,
American Lumber Standard Committee (www.alsc.org) and who provides grading service
for the species and grade specified; provide lumber stamped with grade mark unless
otherwise indicated.
4. Lumber of other species or grades is acceptable provided structural and appearance
characteristics are equivalent to or better than products specified.
B. Lumber fabricated from old growth timber is not permitted.
C. Provide wood harvested within a 500 mile radius of the project site.
D. Lumber salvaged from deconstruction or demolition of existing buildings or structures is
permitted in lieu of sustainably harvested lumber provided it is clean, denailed, and free of paint
and finish materials, and other contamination; identify source.
1. Where salvaged lumber is used for structural applications, provide lumber re-graded by an
inspection service accredited by the American Lumber Standard Committee, Inc;
www.alsc.org.
E. Lumber fabricated from recovered timber(abandoned in transit) is permitted in lieu of
sustainably harvested lumber, unless otherwise noted, provided it meets the specified
requirements for new lumber and is free of contamination; identify source.
2.02 EXPOSED DIMENSION LUMBER
A. Submit manufacturer's certificate that products meet or exceed specified requirements, in lieu of
grade stamping.
B. Sizes: Nominal sizes as indicated on drawings.
C. Surfacing: S4S.
D. Moisture Content: S-dry or MC19.
E. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 ):
1. Species: Douglas Fir.
2. Grade: Select Heart.
2.03 EXPOSED TIMBERS
A. Submit manufacturer's certificate that products meet or exceed specified requirements, in lieu of
grade stamping.
B. Moisture Content: Kiln-dry(20 percent maximum).
C. Surfacing: S4S.
D. Species: Douglas Fir.
E. Grade: Clear Heart Structural.
2.04 ACCESSORIES
A. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for
high humidity and preservative-treated wood locations, unfinished steel elsewhere.
2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times
thickness of sheathing.
3. Anchors: Toggle bolt type for anchorage to hollow masonry.
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B. Die-Stamped Connectors: Hot dipped galvanized steel, sized to suit framing conditions.
1. For contact with preservative treated wood in exposed locations, provide minimum G185
galvanizing complying with ASTM A653/A653M.
C. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions.
1. For contact with preservative treated wood in exposed locations, provide minimum G185
galvanizing complying with ASTM A653/A653M.
D. Sill Flashing: As specified in Section 07 6200.
E. Construction Adhesives:
1. Products:
a. Franklin International, Inc.; Titebond Fast Set Polyurethane Construction Adhesive:
www.titebond.com/sle.
b. Substitutions: See Section 01 6000 - Product Requirements.
2.05 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System
for wood treatments determined by use categories, expected service conditions, and specific
applications.
1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an
ALSC-accredited testing agency, certifying level and type of treatment in accordance with
AWPA standards.
B. Preservative Treatment:
1. Manufacturers:
a. Arch Wood Protection, Inc: www.wolmanizedwood.com.
b. Koppers Performance Chemicals, Inc: www.koppersperformancechemicals.com.
c. Viance, LLC: www.treatedwood.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category
UC3B, Commodity Specification A using waterborne preservative.
a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.
b. Treat lumber exposed to weather.
c. Treat lumber in contact with roofing, flashing, or waterproofing.
d. Treat lumber in contact with masonry or concrete.
e. Treat lumber less than 18 inches above grade.
f. Treat lumber in other locations as indicated.
3. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use Category
UC2 and UC3B, Commodity Specification F using waterborne preservative.
a. Kiln dry plywood after treatment to maximum moisture content of 19 percent.
b. Treat plywood in contact with roofing, flashing, or waterproofing.
c. Treat plywood in contact with masonry or concrete.
d. Treat plywood less than 18 inches above grade.
e. Treat plywood in other locations as indicated.
4. Preservative Pressure Treatment of Lumber in Contact with Soil: AWPA U1, Use Category
UC4A, Commodity Specification A using waterborne preservative.
a. Preservative for Field Application to Cut Surfaces: As recommended by manufacturer
of factory treatment chemicals for brush-application in the field.
b. Restrictions: Do not use lumber or plywood treated with chromated copper arsenate
(CCA) in exposed exterior applications subject to leaching.
PART 3 EXECUTION
3.01 PREPARATION
A. Where wood framing bears on cementitious foundations, install full width sill flashing continuous
over top of foundation, lap ends of flashing minimum of 4 inches and seal.
B. Coordinate installation of rough carpentry members specified in other sections.
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3.02 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory
components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during and immediately
after installation sufficient to remove indoor air contaminants.
3.03 FRAMING INSTALLATION
A. Set structural members level, plumb, and true to line. Discard pieces with defects that would
lower required strength or result in unacceptable appearance of exposed members.
B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to
maintain structure in true alignment and safe condition until completion of erection and
installation of permanent bracing.
C. Install structural members full length without splices unless otherwise specifically detailed.
D. Comply with member sizes, spacing, and configurations indicated, and fastener size and
spacing indicated, but not less than required by applicable codes and AFPA Wood Frame
Construction Manual.
E. Install horizontal spanning members with crown edge up and not less than 1-1/2 inches of
bearing at each end.
F. Construct double joist headers at floor and ceiling openings and under wall stud partitions that
are parallel to floor joists; use metal joist hangers unless otherwise detailed.
G. Provide bridging at joists in excess of 8 feet span as detailed. Fit solid blocking at ends of
members.
H. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.
3.04 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,
specialty items, and trim.
3.05 SITE APPLIED WOOD TREATMENT
A. Apply preservative treatment compatible with factory applied treatment at site-sawn cuts,
complying with manufacturer's instructions.
B. Allow preservative to dry prior to erecting members.
3.06 TOLERANCES
A. Framing Members: 1/4 inch from true position, maximum.
B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet
maximum.
3.07 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
3.08 CLEANING
A. Waste Disposal: Comply with the requirements of Section 01 7419 - Construction Waste
Management and Disposal.
1. Comply with applicable regulations.
2. Do not burn scrap on project site.
3. Do not burn scraps that have been pressure treated.
4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation
facilities or"waste-to-energy"facilities.
B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.
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C. Prevent sawdust and wood shavings from entering the storm drainage system.
END OF SECTION
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SECTION 06 1324
HEAVY TIMBER FRAMING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Heavy structural timber for beams,joists, and purlins.
B. Connection hardware.
1.02 RELATED REQUIREMENTS
A. Section 05 5000 - Metal Fabrications: Steel support fabrications.
1.03 REFERENCE STANDARDS
A. AITC 108- Standard For Heavy Timber Construction; 2002.
B. ASTM Al23/A123M - Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
C. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel
Hardware; 2009.
D. AWS D1.1/D1.1 M - Structural Welding Code- Steel; 2015 (Errata 2016).
E. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.
F. RIS (GR)- Standard Specifications for Grades of California Redwood Lumber; 2000.
G. WCLIB (GR)- Standard Grading Rules for West Coast Lumber No. 17; 2004, and supplements.
H. WWPA G-5-Western Lumber Grading Rules; 2011.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate dimensions, wood species and grades, component profiles, drilled
holes, fasteners, connectors, erection details and sequence.
1. Indicate welded connections using standard AWS welding symbols. Indicate net weld
lengths.
C. Product Data: Submit data on proprietary connection devices.
D. Product Data: Submit technical data on wood preservative materials, application instructions.
E. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within
the previous 12 months.
1.05 QUALITY ASSURANCE
A. Lumber Grading Agency: Certified by American Lumber Standards Committee.
B. Manufacturer Qualifications: Company specializing in manufacture of heavy timber framing,
certified by American Institute of Timber Construction, with three years minimum experience.
PART 2 PRODUCTS
2.01 WOOD MATERIALS
A. Wood fabricated from old growth timber is not permitted.
B. Provide sustainably harvested wood; see Section 01 6000- Product Requirements for
requirements.
C. Lumber Grading Rules: RIS (GR).
2.02 ACCESSORIES
A. Connectors: Type weldable steel. Provide hardware manufactured per plans.
1. Prime connectors, except where cast in concrete.
B. Bolts, Nuts, Washers, Lags, and Screws, Untreated Wood: Medium carbon steel; galvanized
coating per ASTM Al53/A153M; size and type to suit application.
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C. Bolts, Nuts, Washers, Lags, and Screws, Preservative-Treated Wood: Medium carbon steel,
galvanized coating per ASTM Al53/A153M; size and type to suit application.
2.03 FABRICATION
A. Fabricate components in accordance with AITC 108, with joints neatly fitted, welded, and
ground smooth.
B. Perform welding in accordance with AWS D1.101.1 M.
2.04 WOOD TREATMENT
A. Wood Preservative (Pressure Treatment): AWPA U1, Use Category UC3B, Commodity
Specification A, using waterborne preservative to 0.25 Ib/cu ft retention.
B. Wood Preservative (Surface Application):
PART 3 EXECUTION
3.01 PREPARATION
A. Ensure that steel support fabrications are installed in correct locations and anchored securely.
3.02 ERECTION
A. Set structural members level and plumb, in correct position.
B. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure
safe, plumb, and in true alignment until completion of erection and installation of permanent
bracing.
C. Do not field cut or alter structural members without approval of Elements Architecture, Inc..
D. After erection, touch-up primed surfaces with primer.
3.03 SITE APPLIED WOOD TREATMENT
A. Brush apply one coats of preservative treatment on wood in contact with cementitious materials
and roofing and related metal flashings.
B. Apply preservative treatment in accordance with manufacturer's instructions.
C. Treat site-sawn ends.
D. New Wood Finish to match existing trellis.
E. Allow preservative to cure prior to erecting members.
END OF SECTION
HEAVY TIMBER FRAMING 06 1324-Page 2 of 2 Pages
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SECTION 07 6200
SHEET METAL FLASHING AND TRIM
PART1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counterflashings, gutters, downspouts, sheet
metal roofing, and other items indicated in Schedule.
B. Sealants for joints within sheet metal fabrications.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood nailers for sheet metal work.
B. Section 07 9200 -Joint Sealants: Sealing non-lap joints between sheet metal fabrications and
adjacent construction.
1.03 REFERENCE STANDARDS
A. AAMA 2605-Voluntary Specification, Performance Requirements and Test Procedures for
Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating
Appendix); 2013.
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.
C. ASTM B32- Standard Specification for Solder Metal; 2008 (Reapproved 2014).
D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014a.
E. ASTM D226/D226M - Standard Specification for Asphalt-Saturated Organic Felt Used in
Roofing and Waterproofing; 2009.
F. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007
(Reapproved 2012).
G. CDA A4050- Copper in Architecture - Handbook; current edition.
H. SMACNA(ASMM)-Architectural Sheet Metal Manual; 2012.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one week before starting work of this section.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile,jointing pattern,jointing details, fastening methods,
flashings, terminations, and installation details.
1.06 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA(ASMM) and CDA A4050 requirements and
standard details, except as otherwise indicated.
B. Maintain one copy of each document on site.
C. Fabricator and Installer Qualifications: Company specializing in sheet metal work with 3 years
of documented experience.
1.07 DELIVERY, STORAGE,AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope
metal sheets to ensure drainage.
B. Prevent contact with materials that could cause discoloration or staining.
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PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24 gage,
(0.0239 inch)thick base metal.
B. Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24
gage, (0.0239) inch thick base metal, shop pre-coated with PVDF coating.
1. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA
2605; multiple coat, thermally cured fluoropolymer finish system.
2. Color: Match existing.
2.02 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside 1/2 inch; miter and seam corners.
D. Form material with flat lock seams, except where otherwise indicated; at moving joints, use
sealed lapped, bayonet-type or interlocking hooked seams.
E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with
sealant.
F. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.
G. Fabricate flashings to allow toe to extend 2 inches over roofing gravel. Return and brake edges.
2.03 GUTTER AND DOWNSPOUT FABRICATION
A. Gutters: SMACNA(ASMM), Rectangular profile.
B. Downspouts: Rectangular profile.
C. Gutters and Downspouts: Size indicated.
D. Accessories: Profiled to suit gutters and downspouts.
1. Anchorage Devices: In accordance with SMACNA(ASMM) requirements.
2. Gutter Supports: Brackets.
3. Downspout Supports: Brackets.
E. Downspout Boots: Steel.
F. Downspout Extenders: Same material and finish as downspouts.
G. Seal metal joints.
2.04 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.
B. Primer: Zinc chromate type.
C. Concealed Sealants: Non-curing butyl sealant.
D. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as
recommended by manufacturer for substrates to be sealed; color to match adjacent material.
E. Plastic Cement: ASTM D4586/D4586M, Type I.
F. Reglets: Surface mounted type, galvanized steel; face and ends covered with plastic tape.
G. Solder: ASTM B32; Sn50 (50/50)type.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets
in place, and nailing strips located.
B. Verify roofing termination and base flashings are in place, sealed, and secure.
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3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
B. Install surface mounted reglets true to lines and levels, and seal top of reglets with sealant.
C. Back paint concealed metal surfaces with protective backing paint to a minimum dry film
thickness of 15 mil.
3.03 INSTALLATION
A. Insert flashings into reglets to form tight fit; secure in place with lead wedges; pack remaining
spaces with lead wool; seal flashings into reglets with sealant.
B. Secure flashings in place using concealed fasteners, and use exposed fasteners only where
permitted..
C. Apply plastic cement compound between metal flashings and felt flashings.
D. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
E. Solder metal joints for full metal surface contact, and after soldering wash metal clean with
neutralizing solution and rinse with water.
F. Secure gutters and downspouts in place with concealed fasteners.
G. Slope gutters 1/4 inch per 10 feet, minimum.
H. Connect downspouts to downspout boots, and grout connection watertight.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for field inspection requirements.
B. Inspection will involve surveillance of work during installation to ascertain compliance with
specified requirements.
END OF SECTION
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SECTION 07 9200
JOINT SEALANTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
B. Self-leveling pourable joint sealants.
C. Joint backings and accessories.
D. City of San Juan Capistrano-provided field quality control.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions: Additional
requirements for sealants and primers.
1.03 REFERENCE STANDARDS
A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by
Means of a Durometer; 2015.
B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014a.
C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.
D. ASTM C1248- Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008
(Reapproved 2012).
E. ASTM C1311 - Standard Specification for Solvent Release Sealants; 2014.
F. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold
Liquid-Applied Sealants; 2002 (Reapproved 2013).
G. ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant
Joints; 2013.
H. SWRI (VAL) - SWR Institute Validated Products Directory; Current Listings at
www.swrionline.org.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be
used, that includes the following.
1. Physical characteristics, including movement capability, VOC content, hardness, cure time,
and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4. Substrates the product should not be used on.
5. Substrates for which use of primer is required.
6. Substrates for which laboratory adhesion and/or compatibility testing is required.
7. Installation instructions, including precautions, limitations, and recommended backing
materials and tools.
8. Sample product warranty.
9. Certification by manufacturer indicating that product complies with specification
requirements.
10. SWRI Validation: Provide currently available sealant product validations as listed by SWRI
(VAL)for specified sealants.
C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each
product to be used, including physical characteristics, installation instructions, and
recommended tools.
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D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color
cards showing standard colors available for selection.
E. Samples for Verification: Where custom sealant color is specified, obtain directions from
Elements Architecture, Inc. and submit at least two physical samples for verification of color of
each required sealant.
F. Installation Plan: Submit at least four weeks prior to start of installation.
G. Field Quality Control Plan: Submit at least two weeks prior to start of installation.
H. Preinstallation Field Adhesion Test Reports: Submit filled out Preinstallation Field Adhesion
Test Reports log within 10 days after completion of tests; include bagged test samples and
photographic records.
I. Installation Log: Submit filled out log for each length or instance of sealant installed.
J. Field Quality Control Log: Submit filled out log for each length or instance of sealant installed,
within 10 days after completion of inspections/tests; include bagged test samples and
photographic records, if any.
1.05 QUALITY ASSURANCE
A. Maintain one copy of each referenced document covering installation requirements on site.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years documented experience.
C. Installer Qualifications: Company specializing in performing the work of this section and with at
least three years of documented experience.
D. Installation Plan: Include schedule of sealed joints, including the following.
1. Joint width indicated in contract documents.
2. Joint depth indicated in contract documents; to face of backing material at centerline of
joint.
3. Method to be used to protect adjacent surfaces from sealant droppings and smears, with
acknowledgement that some surfaces cannot be cleaned to like-new condition and
therefore prevention is imperative.
4. Installation Log Form: Include the following data fields, with known information filled out.
a. Date of installation.
b. Name of installer.
c. Actual joint width; provide space to indicate maximum and minimum width.
d. Actual joint depth to face of backing material at centerline of joint.
e. Air temperature.
E. City of San Juan Capistrano will employ an independent testing agency to perform the field
quality control inspection and testing as referenced in PART 3 of this section and as follows, to
prepare and submit the field quality control plan and log, and to provide recommendations of
remedies in the case of failure.
F. Field Quality Control Plan:
1. Visual inspection of entire length of sealant joints.
2. Destructive field adhesion testing of sealant joints, except interior acrylic latex sealant.
a. For each different sealant and substrate combination, allow for one test every 100 feet
in the first 1000 linear feet, and one test per 1000 linear feet thereafter, or once per
floor on each elevation.
b. If any failures occur in the first 1000 linear feet, continue testing at frequency of one
test per 500 linear feet at no extra cost to City of San Juan Capistrano.
3. Field Quality Control Log Form: Show same data fields as on Preinstallation Field
Adhesion Test Log, with known information filled out and lines for multiple tests per
sealant/substrate combinations; include visual inspection and specified field testing; allow
for possibility that more tests than minimum specified may be necessary.
G. Field Adhesion Test Procedures:
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1. Allow sealants to fully cure as recommended by manufacturer before testing.
2. Have a copy of the test method document available during tests.
3. Record the type of failure that occurred, other information required by test method, and the
information required on the Field Quality Control Log.
4. When performing destructive tests, also inspect the opened joint for proper installation
characteristics recommended by manufacturer, and report any deficiencies.
5. Deliver the samples removed during destructive tests in separate sealed plastic bags,
identified with project, location, test date, and test results, to City of San Juan Capistrano.
6. If any combination of sealant type and substrate does not show evidence of minimum
adhesion or shows cohesion failure before minimum adhesion, report results to Elements
Architecture, Inc..
H. Destructive Field Adhesion Test: Test for adhesion in accordance with ASTM C1521, using
Destructive Tail Procedure.
1. Sample: At least 18 inch long.
2. Minimum Elongation Without Adhesive Failure: Consider the tail at rest, not under any
elongation stress; multiply the stated movement capability of the sealant in percent by two;
then multiply 1 inch by that percentage; if adhesion failure occurs before the "1 inch mark"
is that distance from the substrate, the test has failed.
3. If either adhesive or cohesive failure occurs prior to minimum elongation, take necessary
measures to correct conditions and re-test; record each modification to products or
installation procedures.
1.06 WARRANTY
A. See Section 01 7800 - 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 that fail to achieve
watertight seal , exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or
slumping.
1. Adhesives Technology Corporation: www.atcepoxy.com/sle.
2. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.
3. Bostik Inc: www.bostik-us.com.
4. Dow Corning Corporation: www.dowcorning.com/construction/sle.
5. Fortifiber Building Systems Group: www.fortifiber.com/sle.
6. Franklin International, Inc: www.titebond.com/sle.
7. Hilti, Inc: www.us.hilti.com/#sle.
8. Momentive Performance Materials, Inc(formerly GE Silicones): www.momentive.com/sle.
9. Pecora Corporation: www.pecora.com.
10. The QUIKRETE Companies: www.quikrete.com.
11. Tremco Global Sealants: www.tremcosealants.com.
12. Sherwin-Williams Company: www.sherwin-williams.com.
13. Sika Corporation: www.usa-sika.com.
14. W.R. Meadows, Inc: www.wrmeadows.com/sle.
15. Substitutions: See Section 01 6000- Product Requirements.
B. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a
smooth, level surface when applied in a horizontal joint.
1. Adhesives Technology Corporation: www.atcepoxy.com/sle.
2. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.
3. Bostik Inc: www.bostik-us.com.
4. Dayton Superior Corporation: www.daytonsuperior.com.
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5. Dow Corning Corporation: www.dowcorning.com/construction/sle.
6. Pecora Corporation: www.pecora.com.
7. The QUIKRETE Companies: www.quikrete.com.
8. Tremco Global Sealants: www.tremcosealants.com.
9. Sherwin-Williams Company: www.sherwin-williams.com.
10. Sika Corporation: www.usa-sika.com.
11. W.R. Meadows, Inc: www.wrmeadows.com/sle.
12. Substitutions: See Section 01 6000- Product Requirements.
2.02 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior Joints: Seal open joints, whether or not the joint is indicated on the drawings,
unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are
not limited to, the following items.
a. Wall expansion and control joints.
b. Joints between door, window, and other frames and adjacent construction.
c. Joints between different exposed materials.
d. Openings below ledge angles in masonry.
e. Other joints indicated below.
2. Do not seal the following types of joints.
a. Intentional weepholes in masonry.
b. Joints indicated to be treated with manufactured expansion joint cover or some other
type of sealing device.
c. Joints where sealant is specified to be provided by manufacturer of product to be
sealed.
d. Joints where installation of sealant is specified in another section.
e. Joints between suspended panel ceilings/grid and walls.
B. Exterior Joints: Use nonsag non-staining silicone sealant, unless otherwise indicated.
1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, non-curing.
2.03 JOINT SEALANTS- GENERAL
A. Sealants and Primers: Provide products with levels of volatile organic compound (VOC) content
as indicated in Section 01 6116.
B. Colors: As indicated on the drawings or match existing adjacent finishes.
2.04 NONSAG JOINT SEALANTS
A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to
withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus 50 percent, minimum.
2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in
accordance with ASTM C1248.
3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
4. Color: Match adjacent finished surfaces.
5. Manufacturers:
a. Dow Corning Corporation; 756 SMS Building Sealant:
www.dowcorning.com/construction/sle.
b. Dow Corning Corporation; 790 Silicone Building Sealant:
www.dowcorning.com/construction/sle.
c. Dow Corning Corporation; 791 Silicone Weatherproofing Sealant:
www.dowcorning.com/construction/sle.
d. Dow Corning Corporation; 795 Silicone Building Sealant:
www.dowcorning.com/construction/sle.
e. Pecora Corporation: www.pecora.com.
f. Sika Corporation; Sikasil WS-290: www.usa-sika.com.
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g. Sika Corporation; Sikasil WS-295: www.usa-sika.com.
h. Sika Corporation; Sikasil 728NS: www.usa-sika.com.
i. Substitutions: See Section 01 6000 - Product Requirements.
B. Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous
water immersion or traffic.
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Hardness Range: 15 to 35, Shore A, when tested in accordance with ASTM C661.
3. Color: Match adjacent finished surfaces.
4. Manufacturers:
a. Fortifiber Building Systems Group; Moistop Sealant: www.fortifiber.com/sle.
b. Franklin International, Inc; Titebond 100% Silicone Sealant: www.titebond.com/sle.
c. Dow Corning Corporation; 758 Silicone Weather Barrier Sealant:
www.dowcorning.com/construction/sle.
d. Pecora Corporation: www.pecora.com.
e. Sherwin-Williams Company; Silicone Rubber All Purpose Sealant:
www.sherwin-williams.com.
f. Sika Corporation; Sikasil GP: www.usa-sika.com.
g. Sika Corporation; Sikasil WS-295: www.usa-sika.com.
h. Sika Corporation; Sikasil N-Plus US: www.usa-sika.com.
i. Sika Corporation; Sikasil 728NS: www.usa-sika.com.
j. Substitutions: See Section 01 6000 - Product Requirements.
C. Non-Curing Butyl Sealant: Solvent-based; ASTM C1311; single component, non-sag,
non-skinning, non-hardening, non-bleeding; vapor-impermeable; intended for fully concealed
applications.
2.05 SELF-LEVELING SEALANTS
A. Self-Leveling Silicone Sealant: ASTM C920, Grade P, Uses M and A; single or
multicomponent, explicitly approved by manufacturer for traffic exposure when recessed below
traffic surface; not expected to withstand continuous water immersion.
1. Movement Capability: Plus 100 percent, minus 50 percent, minimum.
2. Color: Gray.
3. Manufacturers:
a. Sika Corporation; Sikasil 728RCS: www.usa-sika.com.
b. Sika Corporation; Sikasil 728SL: www.usa-sika.com.
c. Substitutions: See Section 01 6000 - Product Requirements.
B. Self-Leveling Polyurethane Sealant: ASTM C920, Grade P, Uses M and A; single or
multicomponent; explicitly approved by manufacturer for traffic exposure; not expected to
withstand continuous water immersion .
1. Movement Capability: Plus and minus 25 percent, minimum.
2. Hardness Range: 35 to 55, Shore A, when tested in accordance with ASTM C661.
3. Color: Gray.
4. Service Temperature Range: Minus 40 to 180 degrees F.
5. Manufacturers:
a. Pecora Corporation: www.pecora.com.
b. The QUIKRETE Companies; QUIKRETE® Polyurethane Self-Leveling Sealant:
www.quikrete.com.
c. Sherwin-Williams Company; Stampede 1S Polyurethane Sealant:
www.sherwin-williams.com.
d. Sherwin-Williams Company; Stampede 2SL Polyurethane Sealant:
www.sherwin-williams.com.
e. Sika Corporation; Sikaflex-1c SL: www.usa-sika.com.
f. Sika Corporation; Sikaflex-2c SL: www.usa-sika.com.
g. Substitutions: See Section 01 6000 - Product Requirements.
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2.06 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to,
compatible with specific sealant used, and recommended by backing and sealant
manufacturers for specific application.
1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type O-
Open Cell Polyurethane.
2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B -
Bi-Cellular Polyethylene.
3. Open Cell: 40 to 50 percent larger in diameter than joint width.
4. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width.
B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and
recommended by tape and sealant manufacturers for specific application.
C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive
residue, and compatible with surfaces adjacent to joints and sealants.
D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant
manufacturer; compatible with joint forming materials.
E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
D. Preinstallation Adhesion Testing: Install a sample for each test location shown in the test plan.
1. Test each sample as specified in PART 1 under QUALITY ASSURANCE article.
2. Notify Elements Architecture, Inc. of date and time that tests will be performed, at least 7
days in advance.
3. Record each test on Preinstallation Adhesion Test Log as indicated.
4. If any sample fails, review products and installation procedures, consult manufacturer, or
take whatever other measures are necessary to ensure adhesion; re-test in a different
location; if unable to obtain satisfactory adhesion, report to Elements Architecture, Inc..
5. After completion of tests, remove remaining sample material and prepare joint for new
sealant installation.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant
work; be aware that sealant drips and smears may not be completely removable.
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. 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.
D. Install bond breaker backing tape where backer rod cannot be used.
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E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without
getting sealant on adjacent surfaces.
F. Do not install sealant when ambient temperature is outside manufacturer's recommended
temperature range, or will be outside that range during the entire curing period, unless
manufacturer's approval is obtained and instructions are followed.
G. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape
immediately after tooling sealant surface.
3.04 FIELD QUALITY CONTROL
A. City of San Juan Capistrano will employ an independent testing agency to perform field quality
control inspection and testing as specified in PART 1 under QUALITY ASSURANCE article.
B. Destructive Adhesion Testing: If there are any failures in first 1000 linear feet, notify Elements
Architecture, Inc. immediately.
C. Remove and replace failed portions of sealants using same materials and procedures as
indicated for original installation.
D. Repair destructive test location damage immediately after evaluation and recording of results.
3.05 POST-OCCUPANCY
A. Post-Occupancy Inspection: Perform visual inspection of entire length of project sealant joints
at a time that joints have opened to their greatest width; i.e. at the low temperature in the
thermal cycle. Report failures immediately and repair.
END OF SECTION
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San Juan Capistrano, CA
SECTION 09 9113
EXTERIOR PAINTING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints, stains, and varnishes.
C. Materials for backpriming woodwork.
D. Scope: Finish exterior surfaces exposed to view, unless fully factory-finished and unless
otherwise indicated, including the following:
1. Exposed surfaces of steel lintels and ledge angles.
E. Do Not Paint or Finish the Following Items:
1. Items factory-finished unless otherwise indicated; materials and products having
factory-applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5. Floors, unless specifically indicated.
6. Brick, glass unit masonry, architectural concrete, cast stone, integrally colored plaster and
stucco.
7. Glass.
8. Concealed pipes, ducts, and conduits.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 -Volatile Organic Compound (VOC) Content Restrictions.
B. Section 05 5000 - Metal Fabrications: Shop-primed items.
C. Section 26 0553 - Identification for Electrical Systems: Painted identification.
D. Section 26 0553 - Identification for Electrical Systems: Color coding scheme for items to be
painted under this section.
1.03 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this section.
1.04 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. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications;
2016.
C. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and
Wood-Base Materials; 2007.
D. MPI (APL)- Master Painters Institute Approved Products List; Master Painters and Decorators
Association; current edition, www.paintinfo.com.
E. MPI (APSM)- Master Painters Institute Architectural Painting Specification Manual; Current
Edition, www.paintinfo.com.
F. SCAQMD 1113- South Coast Air Quality Management District Rule No.1113; current edition.
G. SSPC-SP 1 - Solvent Cleaning; 2015.
H. SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004).
I. SSPC-SP 6 - Commercial Blast Cleaning; 2007.
EXTERIOR PAINTING 09 9113-Page 1 of 7 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide complete list of products to be used, with the following information for
each:
1. Manufacturer's name, product name and/or catalog number, and general product category
(e.g. "alkyd enamel").
2. MPI product number(e.g. MPI #47).
3. Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
4. Manufacturer's installation instructions.
5. If proposal of substitutions is allowed under submittal procedures, explanation of
substitutions proposed.
C. Samples: Submit three paper"draw down" samples, 8-1/2 by 11 inches in size, illustrating
range of colors available for each finishing product specified.
1. Where sheen is specified, submit samples in only that sheen.
2. Allow 10 days for approval process, after receipt of complete samples by Elements
Architecture, Inc..
D. Certification: By manufacturer that paints and finishes comply with VOC limits specified.
E. Manufacturer's Instructions: Indicate special surface preparation procedures.
F. Maintenance Data: Submit data including finish schedule showing where each
product/color/finish was used, product technical data sheets, material safety data sheets
(MSDS), care and cleaning instructions, touch-up procedures, repair of painted and finished
surfaces, and color samples of each color and finish used.
G. Maintenance Materials: Furnish the following for City of San Juan Capistrano's use in
maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Paint and Finish Materials: 1 gallon of each color; from the same product run, store
where directed.
3. Label each container with color in addition to the manufacturer's label.
1.06 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 3 years experience and approved by manufacturer.
1.07 MOCK-UP
A. See Section 01 4000 - Quality Requirements, for general requirements for mock-up.
B. Mock-up may remain as part of the work.
1.08 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.
1.09 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
C. Minimum Application Temperatures for Latex Paints: 50 degrees F for exterior; unless required
otherwise by manufacturer's instructions.
D. Minimum Application Temperature for Varnish Finishes: 65 degrees F for exterior, unless
required otherwise by manufacturer's instructions.
E. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide paints and finishes used in any individual system from the same manufacturer; no
exceptions.
B. Paints:
1. Base Manufacturer: Dunn Edwards: www.dunnedwards.com.
2. Sherwin-Williams Company: www.sherwin-williams.com.
C. Primer Sealers: Same manufacturer as top coats.
D. Substitutions: See Section 01 6000- Product Requirements.
2.02 PAINTS AND FINISHES-GENERAL
A. Paints and Finishes: Ready mixed, unless required to be a field-catalyzed paint.
1. Where MPI paint numbers are specified, provide products listed in Master Painters
Institute Approved Product List, current edition available at www.paintinfo.com, for
specified MPI categories, except as otherwise indicated.
2. Provide paints and finishes 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.
3. Provide materials that are compatible with one another and the substrates indicated under
conditions of service and application, as demonstrated by manufacturer based on testing
and field experience.
4. For opaque finishes, tint each coat including primer coat and intermediate coats, one-half
shade lighter than succeeding coat, with final finish coat as base color.
5. Supply each paint material in quantity required to complete entire project's work from a
single production run.
6. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is
specifically described in manufacturer's product instructions.
B. Volatile Organic Compound (VOC) Content:
1. Provide paints and finishes 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 California.
2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59,
Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added
at project site; or other method acceptable to authorities having jurisdiction.
C. Flammability: Comply with applicable code for surface burning characteristics.
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San Juan Capistrano, CA
D. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected
later by Elements Architecture, Inc. from the manufacturer's full line.
E. Colors: As indicated in Color Schedule.
1. In finished areas, finish pipes, ducts, conduits, and equipment are teo be the same color
as the wall/ceiling they are mounted on/under, U.N.O.
2.03 PAINT SYSTEMS- EXTERIOR
A. Paint E-OP- Exterior Surfaces to be Painted, Unless Otherwise Indicated: Including primed
metal.
1. Two top coats and one coat primer.
2. Top Coat(s): Exterior Latex; MPI #10, 11, 15, 119, or 214.
3. Top Coat Sheen:
a. Flat: MPI gloss level 1; use this sheen for overhead surfaces.
b. Eggshell: MPI gloss level 3; use this sheen at all locations.
c. Satin: MPI gloss level 4; use this sheen at all locations.
4. Primer: As recommended by top coat manufacturer for specific substrate.
B. Paint E-TR-W -Stain on Wood:
1. 2 coats stain.
2. Stain: Exterior Solid Stain for Wood, Water Based; MPI #16.
a. Products:
1) Behr Premium Solid Color Weatherproofing Wood Stain No. 5011 Ultra White
(MPI #16).
2) PPG Paints Flood Pro Series Solid Color Stain, FLD 820 Series.
3) PPG Paints Sikkens ProLuxe Rubbol Solid Color Stain, SIK710 Series.
4) Substitutions: Section 01 6000- Product Requirements.
C. Paint WE-TR-VS-Wood, Transparent, Varnish, Stain:
1. One coat of stain.
2. One coat sealer.
D. Paint ME-OP-3A- Ferrous Metals, Unprimed, Alkyd, 3 Coat:
1. One coat of alkyd primer.
2. Gloss: Two coats of alkyd enamel.
3. Semi-gloss: Two coats of alkyd enamel.
E. Paint ME-OP-3L- Ferrous Metals, Unprimed, Latex, 3 Coat:
1. One coat of latex primer.
2. Gloss: Two coats of latex enamel.
3. Semi-gloss: Two coats of latex enamel.
F. Paint ME-OP-2A- Ferrous Metals, Primed, Alkyd, 2 Coat:
1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer.
2. Gloss: Two coats of alkyd enamel.
3. Semi-gloss: Two coats of alkyd enamel.
G. Paint ME-OP-2L- Ferrous Metals, Primed, Latex, 2 Coat:
1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer.
2. Gloss: Two coats of latex enamel.
3. Semi-gloss: Two coats of latex enamel.
H. Paint MgE-OP-3A- Galvanized Metals, Alkyd, 3 Coat:
1. One coat galvanize primer.
2. Gloss: Two coats of alkyd enamel.
3. Semi-gloss: Two coats of alkyd enamel.
I. Paint MgE-OP-3L- Galvanized Metals, Latex, 3 Coat:
1. One coat galvanize primer.
2. Gloss: Two coats of latex enamel.
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
3. Semi-gloss: Two coats of latex enamel.
2.04 PRIMERS
A. Primers: Provide the following unless other primer is required or recommended by
manufacturer of top coats.
1. Anti-Corrosive Alkyd Primer for Metal; MPI #79.
2. Interior/Exterior Quick Dry Alkyd Primer for Metal; MPI #76.
3. Alkyd Primer for Galvanized Metal.
4. Water Based Primer for Galvanized Metal; MPI #134.
5. Rust-Inhibitive Water Based Primer; MPI #107.
a. Products:
1) Behr Premium Plus Interior/Exterior Multi-Surface Primer and Sealer[No. 436].
(MPI #107)
2) PPG Paints Pitt-Tech Plus DTM Industrial Primer, 90-912 Series.
3) Substitutions: Section 01 6000- Product Requirements.
6. Latex Primer for Exterior Wood; MPI #6.
a. Products:
1) PPG Paints Seal Grip Acrylic Primer, 17-921 Series. (MPI #6)
2) Valspar Latex Exterior Primer, No. 165219. (MPI #6)
3) Substitutions: Section 01 6000- Product Requirements.
7. Alkyd/Oil Primer for Exterior Wood; MPI #5.
a. Products:
1) PPG Paints Seal Grip Interior/Exterior Alkyd Universal Primer Sealer, 17-941 NF
Series. (MPI #5)
2) Rodda Exterior Control Primer, 701501. (MPI #5)
3) Substitutions: Section 01 6000- Product Requirements.
2.05 ACCESSORY MATERIALS
A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials as required for final completion of painted surfaces.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin application of paints and finishes 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 effect proper application.
D. If substrate preparation is the responsibility of another installer, notify Elements Architecture,
Inc. of unsatisfactory preparation before proceeding.
E. Test shop-applied primer for compatibility with subsequent cover materials.
F. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
1. Exterior Wood: 15 percent, measured in accordance with ASTM D4442.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to 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 paints or finishes that exhibit surface defects.
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D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces for finishing.
E. Seal surfaces that might cause bleed through or staining of topcoat.
F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate
and bleach. Rinse with clean water and allow surface to dry.
G. Galvanized Surfaces:
1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1.
2. Prepare surface according to SSPC-SP 2.
H. Ferrous Metal:
1. Solvent clean according to SSPC-SP 1.
2. Remove rust, loose mill scale, and other foreign substances using using methods
recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6
"Commercial Blast Cleaning". Protect from corrosion until coated.
I. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter.
Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking
compound after prime coat has been applied. Back prime concealed surfaces before
installation.
J. Exterior Wood to Receive Transparent Finish: Remove dust, grit, and foreign matter; seal
knots, pitch streaks, and sappy sections with sealer. Fill nail holes with tinted exterior calking
compound after sealer has been applied. Prime concealed surfaces.
3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeks
after installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks.
C. Apply products in accordance with manufacturer's written instructions and recommendations in
"MPI Architectural Painting Specification Manual".
D. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.
E. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
F. Apply each coat to uniform appearance.
G. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply additional
coats until complete hide is achieved.
H. Sand metal surfaces lightly between coats to achieve required finish.
I. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior
to applying next coat.
J. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain
before set. Wipe excess from surface.
K. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed
prior to finishing.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection.
B. City of San Juan Capistrano will provide field inspection.
3.05 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
3.06 PROTECTION
A. Protect finishes until completion of project.
B. Touch-up damaged finishes after Substantial Completion.
END OF SECTION
EXTERIOR PAINTING 09 9113-Page 7 of 7 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 26 0501
MINOR ELECTRICAL DEMOLITION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Electrical demolition.
1.02 RELATED REQUIREMENTS
A. Section 01 7000 - Execution and Closeout Requirements: Additional requirements for
alterations work.
1.03 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Materials and equipment for patching and extending work: As specified in individual sections.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that abandoned wiring and equipment serve only abandoned facilities.
B. Demolition drawings are based on casual field observation.
C. Report discrepancies to City of San Juan Capistrano before disturbing existing installation.
D. Beginning of demolition means installer accepts existing conditions.
3.02 PREPARATION
A. Disconnect electrical systems in walls, floors, and ceilings to be removed.
B. Coordinate utility service outages with utility company.
C. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use personnel
experienced in such operations.
D. Existing Electrical Service: Maintain existing system in service until new system is complete
and ready for service. Disable system only to make switchovers and connections. Minimize
outage duration.
1. Obtain permission from City of San Juan Capistrano at least 24 hours before partially or
completely disabling system.
2. Make temporary connections to maintain service in areas adjacent to work area.
3.03 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK
A. Remove, relocate, and extend existing installations to accommodate new construction.
B. Remove abandoned wiring to source of supply.
C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling
finishes. Cut conduit flush with walls and floors, and patch surfaces.
D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit
servicing them is abandoned and removed. Provide blank cover for abandoned outlets that are
not removed.
E. Repair adjacent construction and finishes damaged during demolition and extension work.
F. Maintain access to existing electrical installations that remain active. Modify installation or
provide access panel as appropriate.
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3.04 CLEANING AND REPAIR
A. See Section 01 7419 - Construction Waste Management and Disposal for additional
requirements.
B. Clean and repair existing materials and equipment that remain or that are to be reused.
END OF SECTION
MINOR ELECTRICAL DEMOLITION 26 0501 -Page 2 of 2 Pages
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SECTION 26 0529
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Support and attachment components for equipment, conduit, cable, boxes, and other electrical
work.
1.02 RELATED REQUIREMENTS
A. Section 05 5000 - Metal Fabrications: Materials and requirements for fabricated metal supports.
B. Section 26 0534 - Conduit: Additional support and attachment requirements for conduits.
C. Section 26 0537 - Boxes: Additional support and attachment requirements for boxes.
D. Section 26 5600 - Exterior Lighting: Additional support and attachment requirements for
exterior luminaires.
1.03 REFERENCE STANDARDS
A. ASTM Al23/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
B. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel
Hardware; 2009.
C. ASTM B633- Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel;
2015.
D. MFMA-4 - Metal Framing Standards Publication; 2004.
E. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015.
F. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
G. UL 5B - Strut-Type Channel Raceways and Fittings; Current Edition, Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate sizes and arrangement of supports and bases with the actual equipment and
components to be installed.
2. Coordinate the work with other trades to provide additional framing and materials required
for installation.
3. Coordinate compatibility of support and attachment components with mounting surfaces at
the installed locations.
4. Coordinate the arrangement of supports with ductwork, piping, equipment and other
potential conflicts installed under other sections or by others.
5. Notify Elements Architecture, Inc. of any conflicts with or deviations from the contract
documents. Obtain direction before proceeding with work.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for metal
channel (strut)framing systems, non-penetrating rooftop supports, and post-installed concrete
and masonry anchors.
C. Shop Drawings: Include details for fabricated hangers and supports where materials or
methods other than those indicated are proposed for substitution.
D. Evaluation Reports: For products specified as requiring evaluation and recognition by ICC
Evaluation Service, LLC (ICC-ES), provide current ICC-ES evaluation reports upon request.
E. Installer's Qualifications: Include evidence of compliance with specified requirements.
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ELECTRICAL SYSTEMS
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F. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by
product testing agency. Include instructions for storage, handling, protection, examination,
preparation, and installation of product.
1.06 QUALITY ASSURANCE
A. Comply with NFPA 70.
B. Comply with applicable building code.
C. Maintain at the project site a copy of each referenced document that prescribes execution
requirements.
D. Installer Qualifications for Field-Welding: As specified in Section 05 5000.
1.07 DELIVERY, STORAGE,AND HANDLING
A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.
PART 2 PRODUCTS
2.01 SUPPORT AND ATTACHMENT COMPONENTS
A. General Requirements:
1. Provide all required hangers, supports, anchors, fasteners, fittings, accessories, and
hardware as necessary for the complete installation of electrical work.
2. Provide products listed, classified, and labeled as suitable for the purpose intended, where
applicable.
3. Where support and attachment component types and sizes are not indicated, select in
accordance with manufacturer's application criteria as required for the load to be
supported with a minimum safety factor of 1.25. Include consideration for vibration,
equipment operation, and shock loads where applicable.
4. Do not use products for applications other than as permitted by NFPA 70 and product
listing.
5. Do not use wire, chain, perforated pipe strap, or wood for permanent supports unless
specifically indicated or permitted.
6. Steel Components: Use corrosion resistant materials suitable for the environment where
installed.
a. Outdoor and Damp or Wet Indoor Locations: Use galvanized steel, stainless steel, or
approved equivalent unless otherwise indicated.
b. Zinc-Plated Steel: Electroplated in accordance with ASTM B633.
c. Galvanized Steel: Hot-dip galvanized after fabrication in accordance with ASTM
Al23/A123M or ASTM Al53/A153M.
B. Materials for Metal Fabricated Supports: Comply with Section 05 5000.
C. Conduit and Cable Supports: Straps, clamps, etc. suitable for the conduit or cable to be
supported.
1. Conduit Straps: One-hole or two-hole type; steel or malleable iron.
2. Conduit Clamps: Bolted type unless otherwise indicated.
3. Manufacturers:
a. Cooper Crouse-Hinds, a division of Eaton Corporation: www.cooperindustries.com.
b. Erico International Corporation: www.erico.com.
c. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
d. Thomas & Betts Corporation: www.tnb.com.
e. Substitutions: See Section 01 6000 - Product Requirements.
D. Outlet Box Supports: Hangers, brackets, etc. suitable for the boxes to be supported.
1. Manufacturers:
a. Cooper Crouse-Hinds, a division of Eaton Corporation: www.cooperindustries.com.
b. Erico International Corporation: www.erico.com.
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c. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
d. Thomas & Betts Corporation: www.tnb.com.
e. Substitutions: See Section 01 6000 - Product Requirements.
E. Metal Channel (Strut) Framing Systems: Factory-fabricated continuous-slot metal channel
(strut) and associated fittings, accessories, and hardware required for field-assembly of
supports.
1. Comply with MFMA-4.
2. Channel (Strut) Used as Raceway(only where specifically indicated): Listed and labeled
as complying with UL 5B.
3. Channel Material:
a. Outdoor and Damp or Wet Indoor Locations: Use galvanized steel.
4. Minimum Channel Thickness: Steel sheet, 12 gage, 0.1046 inch.
5. Minimum Channel Dimensions: 1-5/8 inch width by 13/16 inch height.
6. Manufacturers:
a. Cooper B-Line, a division of Eaton Corporation: www.cooperindustries.com.
b. Thomas & Betts Corporation: www.tnb.com.
c. Unistrut, a brand of Atkore International Inc: www.unistrut.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
e. Source Limitations: Furnish channels (struts) and associated fittings, accessories,
and hardware produced by a single manufacturer.
F. Hanger Rods: Threaded zinc-plated steel unless otherwise indicated.
1. Minimum Size, Unless Otherwise Indicated or Required:
a. Equipment Supports: 1/2 inch diameter.
b. Busway Supports: 1/2 inch diameter.
c. Single Conduit up to 1 inch (27 mm)trade size: 1/4 inch diameter.
d. Single Conduit larger than 1 inch (27 mm)trade size: 3/8 inch diameter.
e. Trapeze Support for Multiple Conduits: 3/8 inch diameter.
f. Outlet Boxes: 1/4 inch diameter.
g. Luminaires: 1/4 inch diameter.
G. Anchors and Fasteners:
1. Unless otherwise indicated and where not otherwise restricted, use the anchor and
fastener types indicated for the specified applications.
2. Concrete: Use expansion anchors or screw anchors.
3. Steel: Use beam clamps, machine bolts, or welded threaded studs.
4. Sheet Metal: Use sheet metal screws.
5. Plastic and lead anchors are not permitted.
6. Powder-actuated fasteners are not permitted.
7. Hammer-driven anchors and fasteners are not permitted.
8. Post-Installed Concrete and Masonry Anchors: Evaluated and recognized by ICC
Evaluation Service, LLC (ICC-ES)for compliance with applicable building code.
9. Manufacturers - Mechanical Anchors:
a. Hilti, Inc: www.us.hilti.com.
b. Simpson Strong-Tie Company Inc: www.strongtie.com.
c. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on the drawings.
B. Verify that mounting surfaces are ready to receive support and attachment components.
C. Verify that conditions are satisfactory for installation prior to starting work.
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3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Perform work in accordance with NECA 1 (general workmanship).
C. Install anchors and fasteners in accordance with ICC Evaluation Services, LLC (ICC-ES)
evaluation report conditions of use where applicable.
D. Provide independent support from building structure. Do not provide support from piping,
ductwork, or other systems.
E. Unless specifically indicated or approved by Elements Architecture, Inc., do not provide support
from roof deck.
F. Do not penetrate or otherwise notch or cut structural members without approval of Structural
Engineer.
G. Equipment Support and Attachment:
1. Use metal fabricated supports or supports assembled from metal channel (strut)to
support equipment as required.
2. Use metal channel (strut)to support surface-mounted equipment in wet or damp locations
to provide space between equipment and mounting surface.
H. Conduit Support and Attachment: Also comply with Section 26 0534.
I. Box Support and Attachment: Also comply with Section 26 0537.
J. Exterior Luminaire Support and Attachment: Also comply with Section 26 5600.
K. Secure fasteners according to manufacturer's recommended torque settings.
L. Remove temporary supports.
M. Identify independent electrical component support wires above accessible ceilings (only where
specifically indicated or permitted)with color distinguishable from ceiling support wires in
accordance with NFPA 70.
3.03 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
B. Inspect support and attachment components for damage and defects.
C. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by
manufacturer. Replace components that exhibit signs of corrosion.
D. Correct deficiencies and replace damaged or defective support and attachment components.
END OF SECTION
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SECTION 26 0534
CONDUIT
PART1 GENERAL
1.01 SECTION INCLUDES
A. Galvanized steel rigid metal conduit(RMC).
B. Aluminum rigid metal conduit (RMC).
C. Intermediate metal conduit (IMC).
D. PVC-coated galvanized steel rigid metal conduit (RMC).
E. Electrical metallic tubing (EMT).
F. Conduit fittings.
G. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 26 0529- Hangers and Supports for Electrical Systems.
B. Section 26 0537 - Boxes.
C. Section 26 0553 - Identification for Electrical Systems: Identification products and
requirements.
1.03 REFERENCE STANDARDS
A. ANSI C80.1 -American National Standard for Electrical Rigid Steel Conduit(ERSC); 2015.
B. ANSI C80.3-American National Standard for Electrical Metallic Tubing -- Steel (EMT-S); 2015.
C. ANSI C80.5-American National Standard for Electrical Rigid Metal Conduit--Aluminum
(ERMC-A); 2015.
D. ANSI C80.6-American National Standard for Electrical Intermediate Metal Conduit(EIMC);
2005.
E. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015.
F. NECA 101 - Standard for Installing Steel Conduits (Rigid, IMC, EMT); 2013.
G. NECA 102- Standard for Installing Aluminum Rigid Metal Conduit; 2004.
H. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic
Tubing, and Cable; 2014.
I. NEMA RN 1 - Polyvinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and
Intermediate Metal Conduit; 2005 (R2013).
J. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
K. UL 6- Electrical Rigid Metal Conduit-Steel; Current Edition, Including All Revisions.
L. UL 6A- Electrical Rigid Metal Conduit-Aluminum, Red Brass, and Stainless Steel; Current
Edition, Including All Revisions.
M. UL 514B - Conduit, Tubing, and Cable Fittings; Current Edition, Including All Revisions.
N. UL 797- Electrical Metallic Tubing-Steel; Current Edition, Including All Revisions.
O. UL 1242- Electrical Intermediate Metal Conduit-Steel; Current Edition, Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate minimum sizes of conduits with the actual conductors to be installed, including
adjustments for conductor sizes increased for voltage drop.
2. Coordinate the arrangement of conduits with structural members, ductwork, piping,
equipment and other potential conflicts installed under other sections or by others.
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3. Verify exact conduit termination locations required for boxes, enclosures, and equipment
installed under other sections or by others.
4. Coordinate the work with other trades to provide roof penetrations that preserve the
integrity of the roofing system and do not void the roof warranty.
5. Notify Elements Architecture, Inc. of any conflicts with or deviations from the contract
documents. Obtain direction before proceeding with work.
B. Sequencing:
1. Do not begin installation of conductors and cables until installation of conduit is complete
between outlet,junction and splicing points.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements for submittals procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for conduits and
fittings.
C. Shop Drawings:
1. Indicate proposed arrangement for conduits to be installed within structural concrete slabs,
where permitted.
2. Include proposed locations of roof penetrations and proposed methods for sealing.
D. Project Record Documents: Record actual routing for conduits installed underground, conduits
embedded within concrete slabs, and conduits 2 inch (53 mm)trade size and larger.
1.06 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
B. Maintain at the project site a copy of each referenced document that prescribes execution
requirements.
1.07 DELIVERY, STORAGE,AND HANDLING
A. Receive, inspect, handle, and store conduit and fittings in accordance with manufacturer's
instructions.
PART 2 PRODUCTS
2.01 CONDUIT APPLICATIONS
A. Do not use conduit and associated fittings for applications other than as permitted by NFPA 70
and product listing.
B. Unless otherwise indicated and where not otherwise restricted, use the conduit types indicated
for the specified applications. Where more than one listed application applies, comply with the
most restrictive requirements. Where conduit type for a particular application is not specified,
use galvanized steel rigid metal conduit.
C. Exposed, Interior, Not Subject to Physical Damage: Use galvanized steel rigid metal conduit,
intermediate metal conduit(IMC), or electrical metallic tubing (EMT).
D. Exposed, Interior, Subject to Physical Damage: Use galvanized steel rigid metal conduit or
intermediate metal conduit(IMC).
1. Locations subject to physical damage include, but are not limited to:
a. Where exposed below 8 feet, except within electrical and communication rooms or
closets.
E. Exposed, Exterior: Use galvanized steel rigid metal conduit, intermediate metal conduit(IMC),
or PVC-coated galvanized steel rigid metal conduit.
F. Concealed, Exterior, Not Embedded in Concrete or in Contact With Earth: Use galvanized steel
rigid metal conduit or intermediate metal conduit (IMC).
G. Corrosive Locations Above Ground: Use PVC-coated galvanized steel rigid metal conduit or
aluminum rigid metal conduit.
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2.02 CONDUIT REQUIREMENTS
A. Existing Work: Where existing conduits are indicated to be reused, they may be reused only
where they comply with specified requirements, are free from corrosion, and integrity is verified
by pulling a mandrel through them.
B. Provide all conduit, fittings, supports, and accessories required for a complete raceway system.
C. Provide products listed, classified, and labeled as suitable for the purpose intended.
D. Minimum Conduit Size, Unless Otherwise Indicated:
1. Branch Circuits: 1/2 inch (16 mm)trade size.
2. Branch Circuit Homeruns: 3/4 inch (21 mm)trade size.
3. Control Circuits: 1/2 inch (16 mm)trade size.
4. Flexible Connections to Luminaires: 3/8 inch (12 mm)trade size.
E. Where conduit size is not indicated, size to comply with NFPA 70 but not less than applicable
minimum size requirements specified.
2.03 GALVANIZED STEEL RIGID METAL CONDUIT (RMC)
A. Manufacturers:
1. Allied Tube & Conduit: www.alliedeg.com.
2. Republic Conduit: www.republic-conduit.com.
3. Wheatland Tube Company: www.wheatland.com.
4. Substitutions: See Section 01 6000- Product Requirements.
B. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit complying with ANSI
C80.1 and listed and labeled as complying with UL 6.
C. Fittings:
1. Manufacturers:
a. Bridgeport Fittings Inc: www.bptfittings.com.
b. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
c. Thomas & Betts Corporation: www.tnb.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Non-Hazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled
as complying with UL 5148.
3. Hazardous (Classified) Locations: Use fittings listed and labeled as complying with UL
1203 for the classification of the installed location.
4. Material: Use steel or malleable iron.
a. Do not use die cast zinc fittings.
5. Connectors and Couplings: Use threaded type fittings only. Threadless set screw and
compression (gland)type fittings are not permitted.
2.04 ALUMINUM RIGID METAL CONDUIT (RMC)
A. Manufacturers:
1. Allied Tube &Conduit: www.alliedeg.com.
2. Republic Conduit: www.republic-conduit.com.
3. Wheatland Tube Company: www.wheatland.com.
B. Description: NFPA 70, Type RMC aluminum rigid metal conduit complying with ANSI C80.5
and listed and labeled as complying with UL 6A.
C. Fittings:
1. Manufacturers:
a. Bridgeport Fittings Inc: www.bptfittings.com.
b. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
c. Thomas & Betts Corporation: www.tnb.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
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2. Non-Hazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled
as complying with UL 5148.
3. Material: Use aluminum.
4. Connectors and Couplings: Use threaded type fittings only. Threadless set screw and
compression (gland)type fittings are not permitted.
2.05 INTERMEDIATE METAL CONDUIT (IMC)
A. Manufacturers:
1. Allied Tube &Conduit: www.alliedeg.com.
2. Republic Conduit: www.republic-conduit.com.
3. Wheatland Tube Company: www.wheatland.com.
4. Substitutions: See Section 01 6000- Product Requirements.
B. Description: NFPA 70, Type IMC galvanized steel intermediate metal conduit complying with
ANSI C80.6 and listed and labeled as complying with UL 1242.
C. Fittings:
1. Manufacturers:
a. Bridgeport Fittings Inc: www.bptfittings.com.
b. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
c. Thomas & Betts Corporation: www.tnb.com.
2. Non-Hazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled
as complying with UL 514B.
3. Material: Use steel or malleable iron.
4. Connectors and Couplings: Use threaded type fittings only. Threadless set screw and
compression (gland)type fittings are not permitted.
2.06 PVC-COATED GALVANIZED STEEL RIGID METAL CONDUIT (RMC)
A. Manufacturers:
1. Thomas & Betts Corporation: www.tnb.com.
2. Robroy Industries: www.robroy.com.
3. Substitutions: See Section 01 6000- Product Requirements.
B. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit with external polyvinyl
chloride (PVC) coating complying with NEMA RN 1 and listed and labeled as complying with UL
6.
C. Exterior Coating: Polyvinyl chloride (PVC), nominal thickness of 40 mil.
D. PVC-Coated Fittings:
1. Manufacturer: Same as manufacturer of PVC-coated conduit to be installed.
2. Non-Hazardous Locations: Use fittings listed and labeled as complying with UL 5148.
3. Material: Use steel or malleable iron.
4. Exterior Coating: Polyvinyl chloride (PVC), minimum thickness of 40 mil.
E. PVC-Coated Supports: Furnish with exterior coating of polyvinyl chloride (PVC), minimum
thickness of 15 mil.
2.07 ELECTRICAL METALLIC TUBING (EMT)
A. Manufacturers:
1. Allied Tube & Conduit: www.alliedeg.com.
2. Republic Conduit: www.republic-conduit.com.
3. Wheatland Tube Company: www.wheatland.com.
4. Substitutions: See Section 01 6000- Product Requirements.
B. Description: NFPA 70, Type EMT steel electrical metallic tubing complying with ANSI C80.3
and listed and labeled as complying with UL 797.
C. Fittings:
1. Manufacturers:
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a. Bridgeport Fittings Inc: www.bptfittings.com.
b. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
c. Thomas & Betts Corporation: www.tnb.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with
UL 5148.
3. Material: Use steel or malleable iron.
4. Connectors and Couplings: Use compression (gland)or set-screw type.
a. Do not use indenter type connectors and couplings.
5. Damp or Wet Locations (where permitted): Use fittings listed for use in wet locations.
2.08 ACCESSORIES
A. Corrosion Protection Tape: PVC-based, minimum thickness of 20 mil.
1. Substitutions: See Section 01 6000- Product Requirements.
B. Conduit Joint Compound: Corrosion-resistant, electrically conductive; suitable for use with the
conduit to be installed.
1. Substitutions: See Section 01 6000- Product Requirements.
C. Pull Strings: Use nylon cord with average breaking strength of not less than 200 pound-force.
D. Sealing Compound for Sealing Fittings: Listed for use with the particular fittings to be installed.
E. Modular Seals for Conduit Penetrations: Rated for minimum of 40 psig; Suitable for the
conduits to be installed.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements areas shown on drawings.
B. Verify that mounting surfaces are ready to receive conduits.
C. Verify that conditions are satisfactory for installation prior to starting work.
3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Perform work in accordance with NECA 1 (general workmanship).
C. Install galvanized steel rigid metal conduit(RMC) in accordance with NECA 101.
D. Install aluminum rigid metal conduit (RMC) in accordance with NECA 102.
E. Install intermediate metal conduit (IMC) in accordance with NECA 101.
F. Install PVC-coated galvanized steel rigid metal conduit(RMC) using only tools approved by the
manufacturer.
G. Conduit Routing:
1. When conduit destination is indicated and routing is not shown, determine exact routing
required.
2. Arrange conduit to maintain adequate headroom, clearances, and access.
3. Arrange conduit to provide no more than the equivalent of four 90 degree bends between
pull points.
4. Arrange conduit to provide no more than 150 feet between pull points.
5. Route conduits above water and drain piping where possible.
6. Arrange conduit to prevent moisture traps. Provide drain fittings at low points and at
sealing fittings where moisture may collect.
7. Maintain minimum clearance of 6 inches between conduits and piping for other systems.
H. Conduit Support:
1. Secure and support conduits in accordance with NFPA 70 and Section 26 0529 using
suitable supports and methods approved by the authority having jurisdiction.
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2. Provide independent support from building structure. Do not provide support from piping,
ductwork, or other systems.
3. Installation Above Suspended Ceilings: Do not provide support from ceiling support
system. Do not provide support from ceiling grid or allow conduits to lay on ceiling tiles.
4. Use conduit strap to support single surface-mounted conduit.
a. Use clamp back spacer with conduit strap for damp and wet locations to provide
space between conduit and mounting surface.
5. Use metal channel (strut)with accessory conduit clamps to support multiple parallel
surface-mounted conduits.
6. Use conduit clamp to support single conduit from beam clamp or threaded rod.
7. Use trapeze hangers assembled from threaded rods and metal channel (strut)with
accessory conduit clamps to support multiple parallel suspended conduits.
8. Use non-penetrating rooftop supports to support conduits routed across rooftops (only
where approved).
9. Use of spring steel conduit clips for support of conduits is not permitted.
10. Use of wire for support of conduits is not permitted.
11. Where conduit support intervals specified in NFPA 70 and NECA standards differ, comply
with the most stringent requirements.
I. Connections and Terminations:
1. Use approved zinc-rich paint or conduit joint compound on field-cut threads of galvanized
steel conduits prior to making connections.
2. Where two threaded conduits must be joined and neither can be rotated, use three-piece
couplings or split couplings. Do not use running threads.
3. Use suitable adapters where required to transition from one type of conduit to another.
4. Terminate threaded conduits in boxes and enclosures using threaded hubs or double lock
nuts for dry locations and raintight hubs for wet locations.
5. Provide insulating bushings or insulated throats at all conduit terminations to protect
conductors.
6. Secure joints and connections to provide maximum mechanical strength and electrical
continuity.
J. Penetrations:
1. Do not penetrate or otherwise notch or cut structural members, including footings and
grade beams, without approval of Structural Engineer.
2. Make penetrations perpendicular to surfaces unless otherwise indicated.
3. Provide sleeves for penetrations as indicated or as required to facilitate installation. Set
sleeves flush with exposed surfaces unless otherwise indicated or required.
4. Conceal bends for conduit risers emerging above ground.
5. Seal interior of conduits entering the building from underground at first accessible point to
prevent entry of moisture and gases.
6. Provide suitable modular seal where conduits penetrate exterior wall below grade.
7. Where conduits penetrate waterproof membrane, seal as required to maintain integrity of
membrane.
8. Make penetrations for roof-mounted equipment within associated equipment openings and
curbs where possible to minimize roofing system penetrations. Where penetrations are
necessary, seal as indicated or as required to preserve integrity of roofing system and
maintain roof warranty. Include proposed locations of penetrations and methods for sealing
with submittals.
9. Provide metal escutcheon plates for conduit penetrations exposed to public view.
10. Install firestopping to preserve fire resistance rating of partitions and other elements, using
materials and methods specified in Section 07 8400.
K. Conduit Movement Provisions: Where conduits are subject to movement, provide expansion
and expansion/deflection fittings to prevent damage to enclosed conductors or connected
equipment. This includes, but is not limited to:
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1. Where conduits cross structural joints intended for expansion, contraction, or deflection.
2. Where conduits are subject to earth movement by settlement or frost.
L. Condensation Prevention: Where conduits cross barriers between areas of potential substantial
temperature differential, provide sealing fitting or approved sealing compound at an accessible
point near the penetration to prevent condensation. This includes, but is not limited to:
1. Where conduits pass from outdoors into conditioned interior spaces.
2. Where conduits pass from unconditioned interior spaces into conditioned interior spaces.
M. Provide pull string in all empty conduits and in conduits where conductors and cables are to be
installed by others. Leave minimum slack of 12 inches at each end.
N. Provide grounding and bonding in accordance with Section 26 0526.
O. Identify conduits in accordance with Section 26 0553.
3.03 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
B. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by
manufacturer. Replace components that exhibit signs of corrosion.
C. Where coating of PVC-coated galvanized steel rigid metal conduit(RMC) contains cuts or
abrasions, repair in accordance with manufacturer's instructions.
D. Correct deficiencies and replace damaged or defective conduits.
3.04 CLEANING
A. Clean interior of conduits to remove moisture and foreign matter.
3.05 PROTECTION
A. Immediately after installation of conduit, use suitable manufactured plugs to provide protection
from entry of moisture and foreign material and do not remove until ready for installation of
conductors.
END OF SECTION
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SECTION 26 0537
BOXES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Outlet and device boxes up to 100 cubic inches, including those used as junction and pull
boxes.
B. Cabinets and enclosures, including junction and pull boxes larger than 100 cubic inches.
1.02 RELATED REQUIREMENTS
A. Section 26 0529- Hangers and Supports for Electrical Systems.
B. Section 26 0534 - Conduit:
1. Conduit bodies and other fittings.
2. Additional requirements for locating boxes to limit conduit length and/or number of bends
between pulling points.
C. Section 26 0553 - Identification for Electrical Systems: Identification products and
requirements.
1.03 REFERENCE STANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015.
B. NECA 130- Standard for Installing and Maintaining Wiring Devices; 2010.
C. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic
Tubing, and Cable; 2014.
D. NEMA OS 1 - Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports; 2013.
E. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); 2014.
F. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
G. SCTE 77- Specification for Underground Enclosure Integrity; 2013.
H. UL 50- Enclosures for Electrical Equipment, Non-Environmental Considerations; Current
Edition, Including All Revisions.
I. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations; Current Edition,
Including All Revisions.
J. UL 508A- Industrial Control Panels; Current Edition, Including All Revisions.
K. UL 514A- Metallic Outlet Boxes; Current Edition, Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate the work with other trades to avoid placement of ductwork, piping, equipment,
or other potential obstructions within the dedicated equipment spaces and working
clearances for electrical equipment required by NFPA 70.
2. Coordinate arrangement of electrical equipment with the dimensions and clearance
requirements of the actual equipment to be installed.
3. Coordinate minimum sizes of boxes with the actual installed arrangement of conductors,
clamps, support fittings, and devices, calculated according to NFPA 70.
4. Coordinate minimum sizes of pull boxes with the actual installed arrangement of
connected conduits, calculated according to NFPA 70.
5. Coordinate the placement of boxes with millwork, furniture, devices, equipment, etc.
installed under other sections or by others.
6. Notify Elements Architecture, Inc. of any conflicts with or deviations from the contract
documents. Obtain direction before proceeding with work.
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1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for cabinets and
enclosures, boxes for hazardous (classified) locations, floor boxes, and underground
boxes/enclosures.
1. Underground Boxes/Enclosures: Include reports for load testing in accordance with SCTE
77 certified by a professional engineer or an independent testing agency upon request.
C. Samples:
1. Floor Boxes: Provide one sample(s)of each floor box proposed for substitution upon
request.
D. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use
stipulated by product testing agency. Include instructions for storage, handling, protection,
examination, preparation, and installation of product.
E. Project Record Documents: Record actual locations for outlet and device boxes, pull boxes,
cabinets and enclosures, floor boxes, and underground boxes/enclosures.
F. Maintenance Materials: Furnish the following for City of San Juan Capistrano's use in
maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Keys for Lockable Enclosures: Two of each different key.
1.06 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
B. Maintain at the project site a copy of each referenced document that prescribes execution
requirements.
1.07 DELIVERY, STORAGE,AND HANDLING
A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.
PART 2 PRODUCTS
2.01 BOXES
A. General Requirements:
1. Do not use boxes and associated accessories for applications other than as permitted by
NFPA 70 and product listing.
2. Provide all boxes, fittings, supports, and accessories required for a complete raceway
system and to accommodate devices and equipment to be installed.
3. Provide products listed, classified, and labeled as suitable for the purpose intended.
4. Where box size is not indicated, size to comply with NFPA 70 but not less than applicable
minimum size requirements specified.
5. Provide grounding terminals within boxes where equipment grounding conductors
terminate.
B. Outlet and Device Boxes Up to 100 cubic inches, Including Those Used as Junction and Pull
Boxes:
1. Use sheet-steel boxes for dry locations unless otherwise indicated or required.
2. Use cast iron boxes or cast aluminum boxes for damp or wet locations unless otherwise
indicated or required; furnish with compatible weatherproof gasketed covers.
3. Use suitable concrete type boxes where flush-mounted in concrete.
4. Use suitable masonry type boxes where flush-mounted in masonry walls.
5. Use raised covers suitable for the type of wall construction and device configuration where
required.
6. Use shallow boxes where required by the type of wall construction.
7. Do not use "through-wall" boxes designed for access from both sides of wall.
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8. Sheet-Steel Boxes: Comply with NEMA OS 1, and list and label as complying with UL
514A.
9. Cast Metal Boxes: Comply with NEMA FB 1, and list and label as complying with UL
514A; furnish with threaded hubs.
10. Boxes for Supporting Luminaires and Ceiling Fans: Listed as suitable for the type and
weight of load to be supported; furnished with fixture stud to accommodate mounting of
luminaire where required.
11. Boxes for Ganged Devices: Use multigang boxes of single-piece construction. Do not use
field-connected gangable boxes.
12. Minimum Box Size, Unless Otherwise Indicated:
a. Wiring Devices (Other Than Communications Systems Outlets): 4 inch square by
1-1/2 inch deep (100 by 38 mm)trade size.
b. Ceiling Outlets: 4 inch octagonal or square by 1-1/2 inch deep (100 by 38 mm)trade
size.
13. Manufacturers:
a. Cooper Crouse-Hinds, a division of Eaton Corporation: www.cooperindustries.com.
b. Hubbell Incorporated; Bell Products: www.hubbell-rtb.com.
c. Hubbell Incorporated; RACO Products; : www.hubbell-rtb.com.
d. O-Z/Gedney, a brand of Emerson Industrial Automation:
www.emersonindustrial.com.
e. Thomas & Betts Corporation: www.tnb.com.
C. Cabinets and Enclosures, Including Junction and Pull Boxes Larger Than 100 cubic inches:
1. Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E, or UL
508A.
2. NEMA 250 Environment Type, Unless Otherwise Indicated:
a. Outdoor Locations: Type 3R, painted steel.
3. Junction and Pull Boxes Larger Than 100 cubic inches:
a. Provide screw-cover or hinged-cover enclosures unless otherwise indicated.
4. Finish for Painted Steel Enclosures: Manufacturer's standard grey unless otherwise
indicated.
5. Manufacturers:
a. Cooper B-Line, a division of Eaton Corporation: www.cooperindustries.com.
b. Hoffman, a brand of Pentair Technical Products: www.hoffmanonline.com.
c. Hubbell Incorporated; Wiegmann Products: www.hubbell-wiegmann.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on drawings.
B. Verify that mounting surfaces are ready to receive boxes.
C. Verify that conditions are satisfactory for installation prior to starting work.
3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Install boxes in accordance with NECA 1 (general workmanship) and, where applicable, NECA
130, including mounting heights specified in those standards where mounting heights are not
indicated.
C. Arrange equipment to provide minimum clearances in accordance with manufacturer's
instructions and NFPA 70.
D. Unless otherwise indicated, provide separate boxes for line voltage and low voltage systems.
E. Unless otherwise indicated, boxes may be surface-mounted where exposed conduits are
indicated or permitted.
BOXES 26 0537-Page 3 of 4 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
F. Box Locations:
1. Unless dimensioned, box locations indicated are approximate.
2. Locate boxes as required for devices installed under other sections or by others.
3. Locate boxes so that wall plates do not span different building finishes.
4. Locate boxes so that wall plates do not cross masonry joints.
5. Unless otherwise indicated, where multiple outlet boxes are installed at the same location
at different mounting heights, install along a common vertical center line.
6. Locate junction and pull boxes as indicated, as required to facilitate installation of
conductors, and to limit conduit length and/or number of bends between pulling points in
accordance with Section 26 0534.
G. Box Supports:
1. Secure and support boxes in accordance with NFPA 70 and Section 26 0529 using
suitable supports and methods approved by the authority having jurisdiction.
2. Provide independent support from building structure except for cast metal boxes (other
than boxes used for fixture support) supported by threaded conduit connections in
accordance with NFPA 70. Do not provide support from piping, ductwork, or other
systems.
H. Install boxes plumb and level.
I. Install permanent barrier between ganged wiring devices when voltage between adjacent
devices exceeds 300 V.
J. Close unused box openings.
K. Install blank wall plates on junction boxes and on outlet boxes with no devices or equipment
installed or designated for future use.
L. Identify boxes in accordance with Section 26 0553.
3.03 CLEANING
A. Clean interior of boxes to remove dirt, debris, plaster and other foreign material.
3.04 PROTECTION
A. Immediately after installation, protect boxes from entry of moisture and foreign material until
ready for installation of conductors.
END OF SECTION
BOXES 26 0537-Page 4 of 4 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 26 0553
IDENTIFICATION FOR ELECTRICAL SYSTEMS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Electrical identification requirements.
B. Identification nameplates and labels.
C. Voltage markers.
D. Warning signs and labels.
1.02 REFERENCE STANDARDS
A. ANSI Z535.2 -American National Standard for Environmental and Facility Safety Signs; 2011.
B. ANSI Z535.4 -American National Standard for Product Safety Signs and Labels; 2011.
C. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
D. UL 969- Marking and Labeling Systems; Current Edition, Including All Revisions.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Verify final designations for equipment, systems, and components to be identified prior to
fabrication of identification products.
B. Sequencing:
1. Do not conceal items to be identified, in locations such as above suspended ceilings, until
identification products have been installed.
2. Do not install identification products until final surface finishes and painting are complete.
1.04 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements for submittals procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets for each
product.
C. Shop Drawings: Provide schedule of items to be identified indicating proposed designations,
materials, legends, and formats.
D. Samples:
1. Identification Nameplates: One of each type and color specified.
2. Warning Signs and Labels: One of each type and legend specified.
E. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by
product testing agency. Include instructions for storage, handling, protection, examination,
preparation and installation of product.
1.05 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
1.06 FIELD CONDITIONS
A. Do not install adhesive products when ambient temperature is lower than recommended by
manufacturer.
PART 2 PRODUCTS
2.01 IDENTIFICATION REQUIREMENTS
A. Existing Work: Unless specifically excluded, identify existing elements to remain that are not
already identified in accordance with specified requirements.
B. Identification for Equipment:
IDENTIFICATION FOR ELECTRICAL 26 0553-Page 1 of 5 Pages
SYSTEMS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
1. Use identification nameplate to identify each piece of electrical distribution and control
equipment and associated sections, compartments, and components.
a. Time Switches:
1) Identify load(s)served and associated circuits controlled. Include location.
2. Use voltage marker to identify highest voltage present for each piece of electrical
equipment.
3. Use identification nameplate to identify equipment utilizing series ratings, where permitted,
in accordance with NFPA 70.
4. Use identification nameplate to identify switchboards and panelboards utilizing a high leg
delta system in accordance with NFPA 70.
5. Use identification nameplate to identify disconnect location for equipment with remote
disconnecting means.
C. Identification for Boxes:
1. Use voltage markers to identify highest voltage present.
2. Use identification labels to identify circuits enclosed.
a. For exposed boxes in public areas, use only identification labels.
D. Identification for Devices:
1. Use identification label to identify serving branch circuit.
2. Use identification label to identify load controlled for wall-mounted control devices
controlling loads that are not visible from the control location and for multiple wall-mounted
control devices installed at one location.
3. Use identification label to identify receptacles protected by upstream GFI protection, where
permitted.
E. Identification for Luminaires:
1. Use permanent red dot on luminaire frame to identify luminaires connected to emergency
power system.
2.02 IDENTIFICATION NAMEPLATES AND LABELS
A. Identification Nameplates:
1. Manufacturers:
a. Brimar Industries, Inc: www.brimar.com.
b. Kolbi Pipe Marker Co: www.kolbipipemarkers.com.
c. Seton Identification Products: www.seton.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Materials:
a. Indoor Clean, Dry Locations: Use plastic nameplates.
b. Outdoor Locations: Use plastic, stainless steel, or aluminum nameplates suitable for
exterior use.
3. Plastic Nameplates: Two-layer or three-layer laminated acrylic or electrically
non-conductive phenolic with beveled edges; minimum thickness of 1/16 inch; engraved
text.
a. Exception: Provide minimum thickness of 1/8 inch when any dimension is greater
than 4 inches.
4. Stainless Steel Nameplates: Minimum thickness of 1/32 inch; engraved or laser-etched
text.
5. Aluminum Nameplates: Anodized; minimum thickness of 1/32 inch; engraved or
laser-etched text.
6. Mounting Holes for Mechanical Fasteners: Two, centered on sides for sizes up to 1 inch
high; Four, located at corners for larger sizes.
B. Identification Labels:
1. Manufacturers:
a. Brady Corporation: www.bradyid.com.
b. Brother International Corporation: www.brother-usa.com.
IDENTIFICATION FOR ELECTRICAL 26 0553-Page 2 of 5 Pages
SYSTEMS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
c. Panduit Corp: www.panduit.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
2. Materials: Use self-adhesive laminated plastic labels; UV, chemical, water, heat, and
abrasion resistant.
a. Use only for indoor locations.
3. Text: Use factory pre-printed or machine-printed text. Do not use handwritten text unless
otherwise indicated.
C. Format for Equipment Identification:
1. Minimum Size: 1 inch by 2.5 inches.
2. Text: All capitalized unless otherwise indicated.
3. Minimum Text Height:
a. Equipment Designation: 1/2 inch.
4. Color:
a. Normal Power System: White text on black background.
D. Format for General Information and Operating Instructions:
1. Minimum Size: 1 inch by 2.5 inches.
2. Legend: Include information or instructions indicated or as required for proper and safe
operation and maintenance.
3. Text: All capitalized unless otherwise indicated.
4. Minimum Text Height: 1/4 inch.
5. Color: Black text on white background unless otherwise indicated.
a. Exceptions:
1) Provide white text on orange background for general information or operational
instructions for emergency systems.
E. Format for Caution and Warning Messages:
1. Minimum Size: 2 inches by 4 inches.
2. Legend: Include information or instructions indicated or as required for proper and safe
operation and maintenance.
3. Text: All capitalized unless otherwise indicated.
4. Minimum Text Height: 1/2 inch.
5. Color: Black text on yellow background unless otherwise indicated.
F. Format for Receptacle Identification:
1. Minimum Size: 3/8 inch by 1.5 inches.
2. Legend: Power source and circuit number or other designation indicated.
3. Text: All capitalized unless otherwise indicated.
4. Minimum Text Height: 3/16 inch.
5. Color: Black text on clear background.
G. Format for Control Device Identification:
1. Minimum Size: 3/8 inch by 1.5 inches.
2. Legend: Load controlled or other designation indicated.
3. Text: All capitalized unless otherwise indicated.
4. Minimum Text Height: 3/16 inch.
5. Color: Black text on clear background.
2.03 VOLTAGE MARKERS
A. Manufacturers:
1. Brady Corporation: www.bradyid.com.
2. Brimar Industries, Inc: www.brimar.com.
3. Seton Identification Products: www.seton.com.
4. Substitutions: See Section 01 6000- Product Requirements.
B. Markers for Boxes and Equipment Enclosures: Use factory pre-printed self-adhesive vinyl or
self-adhesive vinyl cloth type markers.
IDENTIFICATION FOR ELECTRICAL 26 0553-Page 3 of 5 Pages
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San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
C. Minimum Size:
1. Markers for Equipment: 1 1/8 by 4 1/2 inches.
2. Markers for Pull Boxes: 1 1/8 by 4 1/2 inches.
3. Markers for Junction Boxes: 1/2 by 2 1/4 inches.
D. Legend:
1. Markers for Voltage Identification: Highest voltage present.
E. Color: Black text on orange background unless otherwise indicated.
2.04 WARNING SIGNS AND LABELS
A. Manufacturers:
1. Brimar Industries, Inc: www.brimar.com.
2. Clarion Safety Systems, LLC: www.clarionsafety.com.
3. Seton Identification Products: www.seton.com.
4. Substitutions: See Section 01 6000- Product Requirements.
B. Comply with ANSI Z535.2 or ANSI Z535.4 as applicable.
C. Warning Signs:
1. Materials:
a. Indoor Dry, Clean Locations: Use factory pre-printed rigid plastic or self-adhesive
vinyl signs.
b. Outdoor Locations: Use factory pre-printed rigid aluminum signs.
2. Rigid Signs: Provide four mounting holes at corners for mechanical fasteners.
3. Minimum Size: 7 by 10 inches unless otherwise indicated.
D. Warning Labels:
1. Materials: Use factory pre-printed or machine-printed self-adhesive polyester or
self-adhesive vinyl labels; UV, chemical, water, heat, and abrasion resistant; produced
using materials recognized to UL 969.
2. Machine-Printed Labels: Use thermal transfer process printing machines and accessories
recommended by label manufacturer.
3. Minimum Size: 2 by 4 inches unless otherwise indicated.
PART 3 EXECUTION
3.01 PREPARATION
A. Clean surfaces to receive adhesive products according to manufacturer's instructions.
3.02 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Install identification products to be plainly visible for examination, adjustment, servicing, and
maintenance. Unless otherwise indicated, locate products as follows:
1. Surface-Mounted Equipment: Enclosure front.
2. Flush-Mounted Equipment: Inside of equipment door.
3. Free-Standing Equipment: Enclosure front; also enclosure rear for equipment with rear
access.
4. Elevated Equipment: Legible from the floor or working platform.
5. Interior Components: Legible from the point of access.
6. Boxes: Outside face of cover.
7. Conductors and Cables: Legible from the point of access.
8. Devices: Outside face of cover.
C. Install identification products centered, level, and parallel with lines of item being identified.
D. Secure nameplates to exterior surfaces of enclosures using stainless steel screws and to
interior surfaces using self-adhesive backing or epoxy cement.
1. Do not use adhesives on exterior surfaces except where substrate cannot be penetrated.
IDENTIFICATION FOR ELECTRICAL 26 0553-Page 4 of 5 Pages
SYSTEMS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
E. Install self-adhesive labels and markers to achieve maximum adhesion, with no bubbles or
wrinkles and edges properly sealed.
F. Secure rigid signs using stainless steel screws.
3.03 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
B. Replace self-adhesive labels and markers that exhibit bubbles, wrinkles, curling or other signs
of improper adhesion.
END OF SECTION
IDENTIFICATION FOR ELECTRICAL 26 0553-Page 5 of 5 Pages
SYSTEMS
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
SECTION 26 5600
EXTERIOR LIGHTING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Exterior luminaires.
B. Ballasts.
C. Lamps.
D. Luminaire accessories.
1.02 RELATED REQUIREMENTS
A. Section 26 0537 - Boxes.
1.03 REFERENCE STANDARDS
A. ANSI C82.4-American National Standard for Ballasts for High-Intensity-Discharge and
Low-Pressure Sodium Lamps (Multiple-Supply Type); 2002.
B. IES LM-79-Approved Method: Electrical and Photometric Measurements of Solid-State
Lighting Products; 2008.
C. IES LM-80-Approved Method: Measuring Luminous Flux and Color Maintenance of LED
Packages, Arrays, and Modules; 2015.
D. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015.
E. NECA/IESNA 501 - Standard for Installing Exterior Lighting Systems; 2006.
F. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
G. UL 1029- High-Intensity-Discharge Lamp Ballasts; Current Edition, Including All Revisions.
H. UL 1598- Luminaires; Current Edition, Including All Revisions.
I. UL 8750- Light Emitting Diode (LED) Equipment for Use in Lighting Products; Current Edition,
Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Notify Elements Architecture, Inc. of any conflicts or deviations from the contract
documents to obtain direction prior to proceeding with work.
1.05 SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Shop Drawings:
1. Indicate dimensions and components for each luminaire that is not a standard product of
the manufacturer.
2. Provide photometric calculations where luminaires are proposed for substitution upon
request.
3. Provide structural calculations for each pole proposed for substitution.
C. Product Data: Provide manufacturer's standard catalog pages and data sheets including
detailed information on luminaire construction, dimensions, ratings, finishes, mounting
requirements, listings, service conditions, photometric performance, weight, effective projected
area (EPA), and installed accessories; include model number nomenclature clearly marked with
all proposed features.
1. LED Luminaires:
a. Include estimated useful life, calculated based on IES LM-80 test data.
EXTERIOR LIGHTING 26 5600-Page 1 of 5 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
D. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use
stipulated by product testing agency. Include instructions for storage, handling, protection,
examination, preparation, installation, and starting of product.
E. Operation and Maintenance Data: Instructions for each product including information on
replacement parts.
F. Maintenance Materials: Furnish the following for City of San Juan Capistrano's use in
maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Ballasts: Two percent of total quantity installed for each type, but not less than one
of each type.
3. Extra Fuses: Five percent of total quantity installed for each type, but not less than two of
each type.
4. Touch-Up Paint: 2 gallons, to match color of pole finish.
G. Project Record Documents: Record actual connections and locations of pole foundations,
luminaires, and any pull or junction boxes.
1.06 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
B. Maintain at the project site a copy of each referenced document that prescribes execution
requirements.
C. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years documented experience.
1.07 DELIVERY, STORAGE,AND HANDLING
A. Receive, handle, and store products according to NECA/IESNA 501 and manufacturer's written
instructions.
B. Keep products in original manufacturer's packaging and protect from damage until ready for
installation.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide three year manufacturer warranty for all LED luminaires, including drivers.
PART 2 PRODUCTS
2.01 LUMINAIRE TYPES
A. Furnish products as indicated in luminaire schedule included on the drawings.
B. Substitutions: See Section 01 6000- Product Requirements.
2.02 LUMINAIRES
A. Provide products that comply with requirements of NFPA 70.
B. Provide products that are listed and labeled as complying with UL 1598, where applicable.
C. Provide products listed, classified, and labeled as suitable for the purpose intended.
D. Unless otherwise indicated, provide complete luminaires including lamp(s) and all sockets,
ballasts, reflectors, lenses, housings and other components required to position, energize and
protect the lamp and distribute the light.
E. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring,
connectors, hardware, poles, foundations, supports, trims, accessories, etc. as necessary for a
complete operating system.
F. Provide products suitable to withstand normal handling, installation, and service without any
damage, distortion, corrosion, fading, discoloring, etc.
G. Provide luminaires listed and labeled as suitable for wet locations unless otherwise indicated.
EXTERIOR LIGHTING 26 5600-Page 2 of 5 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
H. HID Luminaires:
1. HID Luminaires with Quartz Restrike Systems: Factory-installed supplementary quartz
lamp automatically switches on when power interruption causes primary HID lamp to drop
out or during cold startup.
I. LED Luminaires:
1. Components: UL 8750 recognized or listed as applicable.
2. Tested in accordance with IES LM-79 and IES LM-80.
3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance,
calculated based on IES LM-80 test data.
J. Exposed Hardware: Stainless steel.
2.03 BALLASTS
A. Manufacturers:
1. General Electric Company/GE Lighting: www.gelighting.com.
2. Osram Sylvania: www.sylvania.com.
3. Philips Lighting Electronics/Advance: www.advance.philips.com.
4. Substitutions: See Section 01 6000- Product Requirements.
5. Manufacturer Limitations: Where possible, for each type of luminaire provide ballasts
produced by a single manufacturer.
B. Ballasts/Drivers - General Requirements:
1. Provide ballasts containing no polychlorinated biphenyls (PCBs).
2. Minimum Efficiency/Efficacy: Provide ballasts complying with all current applicable federal
and state ballast efficiency/efficacy standards.
C. High Intensity Discharge (HID) Ballasts: Unless otherwise indicated, provide electromagnetic
ballasts complying with ANSI C82.4 and listed and labeled as complying with UL 1029.
1. Input Voltage: Suitable for operation at voltage of connected source, with variation
tolerance of plus or minus 5 percent.
2. Power Factor: Not less than 0.90 unless otherwise indicated.
3. Lamp Starting Temperature: Capable of starting standard lamp(s) at a minimum of-22
degrees F.
2.04 LAMPS
A. Manufacturers:
1. General Electric Company/GE Lighting: www.gelighting.com.
2. Osram Sylvania: www.sylvania.com.
3. Philips Lighting Company: www.lighting.philips.com.
4. Substitutions: See Section 01 6000- Product Requirements.
5. Manufacturer Limitations: Where possible, provide lamps produced by a single
manufacturer.
B. Lamps- General Requirements:
1. Unless explicitly excluded, provide new, compatible, operable lamps in each luminaire.
2. Verify compatibility of specified lamps with luminaires to be installed. Where lamps are not
specified, provide lamps per luminaire manufacturer's recommendations.
3. Minimum Efficiency: Provide lamps complying with all current applicable federal and state
lamp efficiency standards.
4. Color Temperature Consistency: Unless otherwise indicated, for each type of lamp furnish
products which are consistent in perceived color temperature. Replace lamps that are
determined by the Elements Architecture, Inc. to be inconsistent in perceived color
temperature.
C. High Intensity Discharge (HID) Lamps: Wattage as indicated, with bulb type, burning position,
and base type as required for luminaire.
EXTERIOR LIGHTING 26 5600-Page 3 of 5 Pages
San Juan Capistrano Train Station Issued For Bid: August 18, 2017
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San Juan Capistrano, CA
2.05 ACCESSORIES
A. Stems for Suspended Luminaires: Steel tubing, minimum 1/2" size, factory finished to match
luminaire or field-painted as directed.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on the drawings.
B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are
properly sized to accommodate conductors in accordance with NFPA 70.
C. Verify that suitable support frames are installed where required.
D. Verify that branch circuit wiring installation is completed, tested, and ready for connection to
luminaires.
E. Verify that conditions are satisfactory for installation prior to starting work.
3.02 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes.
3.03 INSTALLATION
A. Coordinate locations of outlet boxes provided under Section 26 0537 as required for installation
of luminaires provided under this section.
B. Perform work in accordance with NECA 1 (general workmanship).
C. Install products in accordance with manufacturer's instructions.
D. Install luminaires in accordance with NECA/IESNA 501.
E. Install luminaires plumb and square and aligned with building lines and with adjacent luminaires.
F. Suspended Luminaires:
1. Install using the suspension method indicated, with support lengths and accessories as
required for specified mounting height.
G. Install accessories furnished with each luminaire.
H. Bond products and metal accessories to branch circuit equipment grounding conductor.
I. Install lamps in each luminaire.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
B. Inspect each product for damage and defects.
C. Operate each luminaire after installation and connection to verify proper operation.
D. Correct wiring deficiencies and repair or replace damaged or defective products. Repair or
replace excessively noisy ballasts as determined by Elements Architecture, Inc..
3.05 ADJUSTING
A. Aim and position adjustable luminaires to achieve desired illumination as indicated or as
directed by Elements Architecture, Inc.. Secure locking fittings in place.
3.06 CLEANING
A. Clean surfaces according to NECA/IESNA 501 and manufacturer's instructions to remove dirt,
fingerprints, paint, or other foreign material and restore finishes to match original factory finish.
3.07 CLOSEOUT ACTIVITIES
A. See Section 01 7800 - Closeout Submittals, for closeout submittals.
B. See Section 01 7900 - Demonstration and Training, for additional requirements.
EXTERIOR LIGHTING 26 5600-Page 4 of 5 Pages
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C. Just prior to Substantial Completion, replace all lamps that have failed.
3.08 PROTECTION
A. Protect installed luminaires from subsequent construction operations.
END OF SECTION
EXTERIOR LIGHTING 26 5600-Page 5 of 5 Pages
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ATTACHMENT A
SCHEDULE OF VALUES
ATTACHMENT A: SCHEDULE OF VALUES
San Juan Capistrano Train Station Trellis Roof Repair/Reconstruction: Schedule of Values
8/18/2017
Element Quantity Unit Unit Cost Total
01 General Conditions
1 Project Management ea
2 Jobsite Supervision ea
3 Remove existing trees ea
4 Project Manager ea
5 Project Laborer ea
61 Site Protection ea
7 Barricade/Trench Protection sf
8 General Conditions/Bonds& Insurance ea
9 General Contractor Overhead&Profit/Fee ea
Total-01 General Conditions $
02-Sitework/Demolition
10 Demolition of miscellaneous items sf
11 Daily cleanup of access to work mhs.
12 Dum ster pulls load
13 Protect in place miscellaneous items Is
14 Miscellaneous demolition Is
15 Temporary fencing Is
16 Tem orary signage to direct visitors and employees Is
17 Jobsite Identification Signage
18 Miscellaneous signage Is
19 Final clean, site Is
20 Site Landscaping, assumed no work required
21 Off Site Work, in Public Right-of-Way, assumed no work required
Total-02 Sitework $
03 Concrete
221 1 Structural building concrete; assumed no work required
Total-03 Concrete $
04 Masonry
231 1 Masonry; assumed no work required
Total-04 Masonry $
05 Metals
24 Steel Decking
25 IMetal Fabrications
Total-05 Metals $
06 Wood and Plastics
26 Wood Treatment
27 Rought Carpentry
28 Heavy Timber
Total-06 Wood and Plastics $
07 Thermal and Moisture Protection
29 Sheet Metal Flashing and Trim
30 lJoint Sealer
Total-07 Thermal and Moisture Protection $
Sheet 1 of 3
San Juan Capistrano Train Station Trellis Roof Repair/Reconstruction: Schedule of Values
8/18/2017
Element Quantity Unit Unit Cost Total
08 Doors and Windows
31 F IDoors and Windows; assumed no work required ea
Total-08 Doors and Windows $
09 Finishes
32 Exterior Paint sf
33 Final clean sf
Total-09 Finishes $
10 Specialties
34 Specialties; assumed no work required
Total- 10 Specialties $
11 Equipment
35 Equipment;assumed no work required
Total- 11 Equipment $
12 Furnishings
36 Furnishing; assumed no work required
Total- 12 Furnishings $
13 Special Construction
37F Special Construction; assumed no work required
Total- 13 Special Construction $
14 Conveying Systems
381 Iconveying systems;assumed no work required
Total- 14 Conveying Systems $
21 Fire Suppression
39 Fire Suppression;assumed no work required
Total-21 Fire Suppression $
22 Plumbing
40 Plumbing; assumed no work required
Total-22 Plumbing $
23 Heating, Ventilating, and Air-Conditioning(HVAC)
41 Mechanical and Plumbing,assumed no work required
Total-23 Heating, Ventilating, and Air-Conditioning(HVAC) $
26 Electrical
42 Minor Electrical Demolition
43 Hangaers&Supports for Electrical Systems
44 IConduits
Sheet 2 of 3
San Juan Capistrano Train Station Trellis Roof Repair/Reconstruction: Schedule of Values
8/18/2017
Element Quantity Unit Unit Cost Total
45 Boxes
46 Identification for Electrical Systems
47 Exterior Lighting
Total- 26 Electrical $
TOTAL FIRM FIXED AMOUNT $
Sheet 3 of 3
San Juan Capistrano Train Station Issued for Bid: August 18, 2017
Trellis Roof Repair/Reconstruction
San Juan Capistrano, CA
ATTACHMENT B
CITY OF SAN JUAN CAPISTRANO
CONTRACT DOCUMENTS AND SPECIFICATIONS
ATTACHMENT B: CITY OF SAN JUAN CAPISTRANO CONTRACT DOCUMENTS AND SPECIFICATIONS
CITY OF SAN JUAN CAPISTRANO
SAN JUAN CAPISTRANO, CALIFORNIA
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CONTRACT DOCUMENTS AND SPECIFICATIONS FOR
TRELLIS ROOF REAPIR AND RECONSTRUCTION
AT THE TRAIN STATION — VERDUGO STREET
12, 17
Joe Parco) .E. City Engineer ineer Date
61147.02100\20950242.3
TABLE OF CONTENTS
Page
00 11 16 - NOTICE INVITING INFORMAL BIDS........................................................................5
00 21 13 - INSTRUCTIONS TO BIDDERS.................................................................................7
ARTICLE 1. SECURING DOCUMENTS.............................................................................7
ARTICLE 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS............................7
ARTICLE 3. INTERPRETATION OF DRAWINGS AND DOCUMENTS ..............................7
ARTICLE 4. PRE-BID CONFERENCE ...............................................................................8
ARTICLE 5. ADDENDA......................................................................................................8
ARTICLE 6. ALTERNATE BIDS .........................................................................................8
ARTICLE 7. COMPLETION OF BID FORMS .....................................................................8
ARTICLE 8. MODIFICATIONS OF BIDS ............................................................................9
ARTICLE 9. SUBCONTRACTORS.....................................................................................9
ARTICLE 10. LICENSING REQUIREMENTS.....................................................................9
ARTICLE 11. BID GUARANTEE (BOND)...........................................................................9
ARTICLE 12. IRAN CONTRACTING ACT OF 2010 .........................................................10
ARTICLE 13. NONCOLLUSION DECLARATION .............................................................10
ARTICLE 14. PUBLIC WORKS CONTRACTOR REGISTRATION
CERTIFICATION .....................................................................................................10
ARTICLE 15. BIDDER INFORMATION AND EXPERIENCE FORM.................................10
ARTICLE 16. WORKERS' COMPENSATION CERTIFICATION.......................................10
ARTICLE 17. SIGNING OF BIDS .....................................................................................11
ARTICLE 18. SUBMISSION OF SEALED BIDS ...............................................................11
ARTICLE 19. OPENING OF BIDS....................................................................................11
ARTICLE 20. WITHDRAWAL OF BID...............................................................................12
ARTICLE 21. BIDDERS INTERESTED IN MORE THAN ONE BID ..................................12
ARTICLE 22. SUBSTITUTION OF SECURITY.................................................................12
ARTICLE 23. PREVAILING WAGES................................................................................12
ARTICLE 24. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ...............12
ARTICLE 25. INSURANCE REQUIREMENTS .................................................................13
ARTICLE 26. PERFORMANCE BOND AND PAYMENT BOND
REQUIREMENTS....................................................................................................13
ARTICLE 27. SALES AND OTHER APPLICABLE TAXES, PERMITS,
LICENSES AND FEES............................................................................................13
ARTICLE 28. PERMIT AND INSPECTION FEE ALLOWANCE........................................13
ARTICLE 29. FILING OF BID PROTESTS .......................................................................13
ARTICLE 30. BASIS OF AWARD; BALANCED BID .........................................................14
<Month><Year> _I_ TABLE OF CONTENTS
61147.02100\20950242.3
TABLE OF CONTENTS
(Continued)
Page
ARTICLE 31. AWARD PROCESS....................................................................................14
ARTICLE 32. EXECUTION OF CONTRACT ....................................................................14
ARTICLE 33. QUESTIONS...............................................................................................15
00 41 43 — BID FORMS ............................................................................................................16
ARTICLE 1. INFORMATION ABOUT BIDDER.................................................................26
ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG)..............................................29
ARTICLE 3. LIST OF COMPLETED PROJECTS — LAST THREE YEARS.......................30
ARTICLE 4. EXPERIENCE AND TECHNICAL QUALIFICATIONS
QUESTIONNAIRE...................................................................................................31
ARTICLE 5. VERIFICATION AND EXECUTION...............................................................32
00 52 13 — CONTRACT............................................................................................................37
00 61 13 — BOND FORMS........................................................................................................41
00 72 13 — GENERAL CONDITIONS........................................................................................50
ARTICLE 1. DEFINED TERMS ........................................................................................50
ARTICLE 2. CONTRACT DOCUMENTS..........................................................................54
ARTICLE 3. PRECONSTRUCTION AND CONSTRUCTION
COMMUNICATION..................................................................................................55
ARTICLE 4. CONTRACT DOCUMENTS: COPIES & MAINTENANCE............................55
ARTICLE 5. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE
OFWORK ...............................................................................................................55
ARTICLE 6. MOBILIZATION ............................................................................................56
ARTICLE 7. EXISTENCE OF UTILITIES AT THE WORK SITE........................................57
ARTICLE 8. SOILS INVESTIGATIONS ............................................................................57
ARTICLE 9. CONTRACTOR'S SUPERVISION ................................................................58
ARTICLE 10. WORKERS .................................................................................................58
ARTICLE 11. INDEPENDENT CONTRACTORS..............................................................58
ARTICLE 12. SUBCONTRACTS ......................................................................................59
ARTICLE 13. VERIFICATION OF EMPLOYMENT ELIGIBILITY ......................................59
ARTICLE 14. REQUESTS FOR SUBSTITUTION.............................................................59
ARTICLE 15. SHOP DRAWINGS.....................................................................................61
ARTICLE 16. SUBMITTALS .............................................................................................61
ARTICLE 17. MATERIALS ...............................................................................................61
ARTICLE 18. PERMITS AND LICENSES.........................................................................62
ARTICLE 19. TRENCHES................................................................................................62
ARTICLE 20. TRAFFIC CONTROL ..................................................................................63
61147.02100\20950242.3 _Ij_ 00 11 16-NOTICE INVITING INFORMAL BIDS
TABLE OF CONTENTS
(Continued)
Page
ARTICLE 21. DIVERSION OF RECYCLABLE WASTE MATERIALS ...............................64
ARTICLE 22. REMOVAL OF HAZARDOUS MATERIALS ................................................64
ARTICLE 23. SANITARY FACILITIES..............................................................................65
ARTICLE 24. AIR POLLUTION CONTROL ......................................................................65
ARTICLE 25. LAYOUT AND FIELD ENGINEERING ........................................................65
ARTICLE 26. TESTS AND INSPECTIONS.......................................................................65
ARTICLE 27. PROTECTION OF WORK AND PROPERTY..............................................66
ARTICLE 28. CONTRACTOR'S MEANS AND METHODS...............................................66
ARTICLE 29. AUTHORIZED REPRESENTATIVES .........................................................66
ARTICLE 30. HOURS OF WORK.....................................................................................66
ARTICLE 31. PAYROLL RECORDS ................................................................................67
ARTICLE 32. PREVAILING RATES OF WAGES .............................................................69
ARTICLE 33. PUBLIC WORKS CONTRACTOR REGISTRATION...................................69
ARTICLE 34. EMPLOYMENT OF APPRENTICES...........................................................70
ARTICLE 35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY .............70
ARTICLE 36. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ...............71
ARTICLE 37. LABOR/EMPLOYMENT SAFETY...............................................................71
ARTICLE 38. INSURANCE...............................................................................................71
ARTICLE 39. FORM AND PROOF OF CARRIAGE OF INSURANCE ..............................74
ARTICLE 40. TIME FOR COMPLETION AND LIQUIDATED DAMAGES.........................75
ARTICLE 41. COST BREAKDOWN AND PERIODIC ESTIMATES..................................76
ARTICLE 42. PROGRESS ESTIMATES AND PAYMENT................................................76
ARTICLE 43. SECURITIES FOR MONEY WITHHELD.....................................................78
ARTICLE 44. CHANGES AND EXTRA WORK.................................................................78
ARTICLE 45. FINAL ACCEPTANCE AND PAYMENT......................................................90
ARTICLE 46. OCCUPANCY.............................................................................................91
ARTICLE 47. INDEMNIFICATION....................................................................................91
ARTICLE 48. PROCEDURE FOR RESOLVING DISPUTES ............................................92
ARTICLE 49. CITY'S RIGHT TO TERMINATE CONTRACT ............................................94
ARTICLE 50. WARRANTY AND GUARANTEE OF WORK..............................................96
ARTICLE 51. DOCUMENT RETENTION & EXAMINATION.............................................99
ARTICLE 52. SEPARATE CONTRACTS..........................................................................99
ARTICLE 53. NOTICE AND SERVICE THEREOF ...........................................................99
ARTICLE 54. NOTICE OF THIRD PARTY CLAIMS........................................................100
61147.02100\20950242.3 -III- 00 11 16-NOTICE INVITING INFORMAL BIDS
TABLE OF CONTENTS
(Continued)
Page
ARTICLE 55. STATE LICENSE BOARD NOTICE..........................................................100
ARTICLE 56. INTEGRATION .........................................................................................100
ARTICLE 57. ASSIGNMENT OF CONTRACT................................................................100
ARTICLE 58. CHANGE IN NAME AND NATURE OF CONTRACTOR'S LEGAL
ENTITY100
ARTICLE 59. ASSIGNMENT OF ANTITRUST ACTIONS...............................................100
ARTICLE 60. PROHIBITED INTERESTS.......................................................................101
ARTICLE 61. CONTROLLING LAW ...............................................................................101
ARTICLE 62. JURISDICTION; VENUE...........................................................................101
ARTICLE 63. LAWS AND REGULATIONS.....................................................................101
ARTICLE 64. PATENTS.................................................................................................101
ARTICLE 65. OWNERSHIP OF CONTRACT DOCUMENTS .........................................101
ARTICLE 66. NOTICE OF TAXABLE POSSESSORY INTEREST .................................102
ARTICLE 67. SURVIVAL OF OBLIGATIONS .................................................................102
00 73 13— SPECIAL CONDITIONS........................................................................................103
01 00 00 — GENERAL REQUIREMENTS................................................................................106
EXHIBIT "A„ CHANGE ORDER FORM.......................................................................................1
61147.02100\20950242.3 _jV_ 00 11 16-NOTICE INVITING INFORMAL BIDS
NOTICE INVITING INFORMAL BIDS
FOR
REPAIR AND RECONSTRUCTION OF THE
TERRELIS ROOF AT THE METROLINK TRAIN STATION
NOTICE IS HEREBY GIVEN that the City of San Juan Capistrano, hereinafter referred to as City, invites
sealed bids for the above-stated project and will receive such bids in the offices of the City Clerk,
32400 Paseo Adelanto, San Juan Capistrano, CA 92675, up to 2:00 P.M. on Thursday, the 21"
day of December 2017.
1. DESCRIPTION OF WORK:
The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as
required by the Drawings and Contract Documents for the above-stated project. The general items of
work to be done hereunder consist of the repair and reconstruction of the trellis roof including new
lighting, painting and metal roof at the train station to match the existing trellis located to the north of this
trellis. The cost for the project is estimated at$112,000.
2. LOCATION:
City of San Juan Capistrano Metrolink/Amtrak Train Station on Verdugo Street.
3. USE OF SITE IS LIMITED TO WORK IN AREAS INDICATED:
A. Contractor is required to coordinate all construction activities with Metrolink/Amtrak as this
project is located in the proximity of the train station platform Public use will occur during
construction. Public access to and from platform must be maintained at all times during
construction.
B. Contractor is required to protect and confine the work area by installation of fencing.
4. REQUIRED LICENSE TYPE
At the time of contract award, the prime contractor shall possess a valid Class B contractor's license. The
successful bidder must possess a valid contractor's license throughout the duration of the Contract. The
Contractor's California State License number shall be clearly stated on the bidder's proposal. Additionally,
Contractor and all sub-contractors are required to be registered with California Department of
Industrial Relations (DIR).
6. DURATION OF WORK: 10 Working Days
7. BIDDING DOCUMENTS
Contract Documents, Specifications and Plans are available through the City's website at:
http://san*uancapistrano.org/Departments/City-Clerk/Public-Construction-Bids-Requests-for-
Proposals-RFPs
7. PREVAILING WAGE LAWS
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code.
Compliance with the prevailing rates of wages and apprenticeship employment standards established by
the State Department of Industrial Relations will be required.
8. BIDDER'S SECURITY
Each bidder's bid must be accompanied by one of the following forms of bidder's security: (1) cash; (2)
a cashier's check made payable to the City; (3) a certified check made payable to the City; or (4) a
bidder's bond executed by a California admitted surety as defined in Code of Civil Procedure Section
995.120, made payable to the City in the form set forth in the Contract Documents.
Such bidder's security must be in an amount not less than ten percent (10%) of the maximum amount of
bid as a guarantee that the bidder will enter into the proposed Contract. If Bidder is awarded contract,
such bidder will provide the required Performance and Payment Bonds, insurance certificates and any
other required documents, as provided in the project specifications. In the event of failure to enter into
said Contract or provide the necessary
documents, said security will be forfeited.
9. RETENTION
The CITY will retain 5 percent of each progress payment as security for completion of the balance of the
work. At the request and expense of the successful bidder, the City will pay the amounts so retained upon
compliance with the requirements of Public Contract Code, Part 5, Section 22300 and the provisions of
the contract documents pertaining to Substitution of Securities.
10. SUBSTITUTION OF SECURITIES
In conformance with the State of California Public Contract Code, Part 5, Section 22300, CONTRACTOR
may substitute securities for any monies withheld by the CITY to ensure performance under this
contract.
11. PERFORMANCE AND PAYMENT BOND
Separate payment and performance bonds, each in an amount equal to 100% of the total Contract
amount, are required, as set forth in the Contract Documents. To be acceptable, surety companies must
be authorized to do business and have an agent for service of process in California, be on the accredited
list of the United States Treasury Department, and have an "A" policyholder's rating and a financial rating
of Class V, or better, in accordance with the current Best's Rating.
12. RESERVATION OF RIGHTS
The CITY reserves the right to reject any or all bids, to waive any irregularity, to accept any bid or portion
thereof, and to take all bids under advisement for a period of sixty (60) days. No bidders will be
discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any
consideration leading to the award of contract.
13. CONTACT INFORMATION:
Office and Mailing Address:
Paul Meshkin, P.E.
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Phone: (949)443-6350, PMeshkin(@sanjuancapistrano.com
Note: Bids are to be delivered to the office of the City Clerk.
Dated this 11th day of December, 2017
City of San Juan Capistrano
00 21 13— INSTRUCTIONS TO BIDDERS
ARTICLE 1. SECURING DOCUMENTS
Bids must be submitted to the City on the Bid Forms which are a part of the Bid Package for the
Project. Bid and Contract Documents may be obtained from
http://san"uancapistrano.orq/Departments/City-Clerk/Public-Construction-Bids-Requests-
for-Proposals-RFPs in the Notice Inviting Bids. Prospective bidders are encouraged to
telephone in advance to determine the availability of Contract Documents. Any charge for the
Contract Documents is stated in the Notice Inviting Bids.
The City may also make the Contract Documents available for review at one or more plan
rooms, as indicated in the Notice Inviting Bids. Please Note: Prospective Bidders who choose to
review the Contract Documents at a plan room must contact the City to obtain the required
Contract Documents if they decide to submit a bid for the Project.
"Any Addenda will be posted on http://sanivancapistrano.org/Departments/City-Clerk/Public-
Construction-Bids-Requests-for-Proposals-RFPs Failure to acknowledge addenda may make a
bid nonresponsive and not eligible for award of the contract.
ARTICLE 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS
At its own expense and prior to submitting its Bid, each Bidder shall visit the site of the proposed
work and fully acquaint itself with the conditions relating to the construction and labor required
so that the Bidder may fully understand the work, including but not limited to difficulties and
restrictions attending the execution of the work under the contract. Each Bidder shall carefully
examine the Drawings, and shall read the Specifications, Contract, and all other documents
referenced herein. Each Bidder shall also determine the local conditions which may in any way
affect the performance of the work, including local tax structure, contractors' licensing
requirements, availability of required insurance, the prevailing wages and other relevant cost
factors, shall familiarize itself with all federal, state and local laws, ordinances, rules, regulations
and codes affecting the performance of the work, including the cost of permits and licenses
required for the work, and shall make such surveys and investigations, including investigations
of subsurface or latent physical conditions at the site or where work is to be performed as may
be required. Bidders are responsible for consulting the standards referenced in the Contract.
The failure or omission of any Bidder to receive or examine any contract documents, forms,
instruments, addenda, or other documents, or to visit the site and acquaint itself with conditions
there existing shall in no way relieve any Bidder from any obligation with respect to its Bid or to
the contract and no relief for error or omission will be given except as required under State law.
The submission of a Bid shall be taken as conclusive evidence of compliance with this Article.
ARTICLE 3. INTERPRETATION OF DRAWINGS AND DOCUMENTS
Prospective Bidders unclear as to the true meaning of any part of the Drawings, Specifications
or other proposed contract documents may submit to the Engineer of the City a written request
for interpretation. The prospective Bidder submitting the request is responsible for prompt
delivery. Interpretation of the Drawings, Specifications or other proposed contract documents
will be made only by a written addendum duly issued and a copy of such addenda will be mailed
or delivered to each prospective Bidder who has purchased a set of Drawings and
Specifications. The City will not be responsible for any other explanation or interpretations of
the proposed documents. If a Prospective Bidders becomes aware of any errors or omissions
61147.02100\20950242.3 -7- 00 21 13-INSTRUCTIONS TO BIDDERS
in any part of the Contract Documents, it is the obligation of the Prospective Bidder to promptly
bring it to the attention of the City.
ARTICLE 4. PRE-BID CONFERENCE
None
ARTICLE 5. ADDENDA
The City reserves the right to revise the Contract Documents prior to the Bid opening date.
Revisions, if any, shall be made by written Addenda. All Addenda issued by the City shall be
included in the Bid and made part of the Contract Documents. Pursuant to Public Contract
Code Section 4104.5, if the City issues an Addendum which includes material changes to the
Project less than 72 hours prior to the deadline for submission of Bids, the City will extend the
deadline for submission of Bids. The City may determine, in its sole discretion, whether an
Addendum warrants postponement of the Bid submission date. Each prospective Bidder shall
provide City a name, address, email address, and facsimile number to which Addenda may be
sent, as well as a telephone number by which the City can contact the Bidder. Copies of
Addenda will be furnished by email, facsimile, first class mail, express mail or other proper
means of delivery without charge to all parties who have obtained a copy of the Contract
Documents and provided such current information. Please Note: Bidders are responsible for
ensuring that they have received any and all Addenda. To this end, each Bidder should contact
the Public Works Department to verify that it has received all Addenda issued, if any, prior to the
Bid opening. The Bidder shall indicate the Addenda received prior to bidding in the space
provided in the Bid Form. Failure to indicate all Addenda may be sufficient cause for rejecting
the Bid.
ARTICLE 6. ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the time required for completion
of the alternate bid items has already been factored into the Contract duration and no additional
Contract time will be awarded for any of the alternate bid items. The City may elect to include
one or more of the alternate bid items, or to otherwise remove certain work from the Project
scope of work. Accordingly, each bidder must ensure that each bid item contains a
proportionate share of profit, overhead, and other costs or expenses which will be incurred by
the bidder.
ARTICLE 7. COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract
Documents. The use of substitute Bid Forms other than clear and correct photocopies of those
provided by the City will not be permitted. Bids shall be executed by an authorized signatory as
described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces
(including inserting "N/A" where applicable), and initial all interlineations, alterations, or erasures
to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the
Bid Forms nor make substitutions thereon. USE OF BLACK OR BLUE INK, INDELIBLE
PENCIL, OR A TYPEWRITER IS REQUIRED. Deviations in the Bid Forms may result in the
Bid being deemed non-responsive.
61147.02100\20950242.3 -8- 00 21 13-INSTRUCTIONS TO BIDDERS
ARTICLE 8. MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract
Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions
or provisions attached to a Bid may render it non-responsive and may cause its rejection.
Bidders shall not delete, modify, or supplement the printed matter on the Bid Forms, or make
substitutions thereon. Oral, telephonic and electronic modifications will not be considered.
ARTICLE 9. SUBCONTRACTORS
Bidder shall set forth the name, address of the place of business, and contractor license number
of each subcontractor who will perform work, labor, furnish materials or render services to the
bidder on said contract and each subcontractor licensed by the State of California who, under
subcontract to bidder, specially fabricates and installs a portion of the Work described in the
Drawings and Specifications in an amount in excess of one half of one percent (0.5%) of the
total bid price, and shall indicate the portion of the work to be done by such subcontractor in
accordance with Public Contract Code Section 4104.
ARTICLE 10. LICENSING REQUIREMENTS
Pursuant to Business and Professions Code Section 7028.15 and Public Contract Code Section
3300, all bidders must possess proper licenses for performance of this Contract.
Subcontractors must possess the appropriate licenses for each specialty subcontracted.
Pursuant to Business and Professions Code Section 7028.5, the City shall consider any bid
submitted by a contractor not currently licensed in accordance with state law and pursuant to
the requirements found in the Contract Documents to be nonresponsive, and the City shall
reject the Bid. The City shall have the right to request, and Bidders shall provide within ten (10)
calendar days, evidence satisfactory to the City of all valid license(s) currently held by that
Bidder and each of the Bidder's subcontractors, before awarding the Contract.
Notwithstanding anything contained herein, if the Work involves federal funds, the Contractor
shall be properly licensed by the time the Contract is awarded, pursuant to the provisions of
Public Contract Code section 20103.5.
ARTICLE 11. BID GUARANTEE (BOND)
Each bid shall be accompanied by: (a) cash; (b) a certified or cashier's check made payable to
City of San Juan Capistrano; or (c) a Bid Bond secured from a surety company satisfactory to
the City Council, the amount of which shall not be less than ten percent (10%) of the Total Bid
Price, made payable to City of San Juan Capistrano as bid security. Personal sureties and
unregistered surety companies are unacceptable. The surety insurer shall be California
admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The bid
security shall be provided as a guarantee that within ten (10) working days after the City
provides the successful bidder the Notice of Award, the successful bidder will enter into a
contract and provide the necessary bonds and certificates of insurance. The bid security will be
declared forfeited if the successful bidder fails to comply within said time, and City may enter
into a contract with the next lowest responsive responsible bidder, or may call for new bids. No
interest shall be paid on funds deposited with the City. City will return the security
accompanying the bids of all unsuccessful bidders no later than 60 calendar days after award of
the contract.
61147.02100\20950242.3 -9- 00 21 13-INSTRUCTIONS TO BIDDERS
ARTICLE 12. IRAN CONTRACTING ACT OF 2010
In accordance with Public Contract Code Section 2200 et seq., the City requires that any person
that submits a bid or proposal or otherwise proposes to enter into or renew a contract with the
City with respect to goods or services of one million dollars ($1,000,000) or more, certify at the
time the bid is submitted or the contract is renewed, that the person is not identified on a list
created pursuant to subdivision (b) of Public Contract Code Section 2203 as a person engaging
in investment activities in Iran described in subdivision (a) of Public Contract Code Section
2202.5, or as a person described in subdivision (b) of Public Contract Code Section 2202.5, as
applicable.
The form of such Iran Contracting Certificate is included with the bid package and must be
signed and dated under penalty of perjury.
ARTICLE 13. NONCOLLUSION DECLARATION
Bidders on all public works contracts are required to submit a declaration of noncollusion with
their bid. This form is included with the bid package and must be signed and dated under
penalty of perjury.
ARTICLE 14. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that
wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be
registered with the Department of Industrial Relations. No bid will be accepted nor any contract
entered into without proof of the contractor's and subcontractors' current registration with the
Department of Industrial Relations to perform public work. If awarded a contract, the bidder and
its subcontractors, of any tier, shall maintain active registration with the Department of Industrial
Relations for the duration of the Project. To this end, Bidder shall sign and submit with its Bid
the Public Works Contractor Registration Certification on the form provided, attesting to the
facts contained therein. Failure to submit this form may render the bid non-responsive. In
addition, each Bidder shall provide the registration number for each listed subcontractor in the
space provided in the Designation of Subcontractors form.
ARTICLE 15. BIDDER INFORMATION AND EXPERIENCE FORM
Each Bidder shall complete the questionnaire provided herein and shall submit the
questionnaire along with its Bid. Failure to provide all information requested within the
questionnaire along with the Bid may cause the bid to be rejected as non-responsive. The City
reserves the right to reject any Bid if an investigation of the information submitted does not
satisfy the Engineer that the Bidder is qualified to properly carry out the terms of the contract.
ARTICLE 16. WORKERS' COMPENSATION CERTIFICATION
In accordance with the provisions of Labor Code Section 3700, Contractor shall secure the
payment of compensation to its employees. Contractor shall sign and file with the City the
following certificate prior to performing the work under this Contract:
I am aware of the provisions of Section 3700 of the Labor Code, which require
every employer to be insured against liability for workers' compensation or to
undertake self-insurance in accordance with the provisions of that code, and I will
61147.02100\20950242.3 -10- 00 21 13-INSTRUCTIONS TO BIDDERS
comply with such provisions before commencing the performance of the work of
this contract.
The form of such Workers' Compensation Certificate is included as part of this document.
ARTICLE 17. SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders
may be asked to provide evidence in the form of an authenticated resolution of its Board of
Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind
the Bidder to each Bid and to any Contract arising therefrom.
If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of
Attorney executed by each joint venturer or partner appointing and designating one of the joint
venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only
that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1)
authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating
to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for
any and all of the duties and obligations of Bidder assumed under the Bid and under any
Contract arising therefrom. The Bid shall be executed by the designated joint venturer or
partner on behalf of the joint venture or partnership in its legal name.
ARTICLE 18. SUBMISSION OF SEALED BIDS
Once the Bid and supporting documents have been completed and signed as set forth herein,
they shall be placed, along with the Bid Guarantee and other required materials, in a sealed
envelope, addressed and delivered or mailed, postage prepaid, to the Engineering Department
of the City before the time and day set for the receipt of bids. The envelope shall bear the title
of the work and the name of the bidder. No oral or telephonic bids will be considered. No forms
transmitted via the internet, e-mail, facsimile, or any other electronic means will be considered
unless specifically authorized by the City as provided herein. Bids received after the time and
day set for the receipt of bids shall be returned to the bidder unopened. The envelope shall also
contain the following in the lower left-hand corner thereof:
Bid of (Bidder's Name)
for the Trellis Roof Repair and Reconstruction at the Train Station —Verdugo Street
Only where expressly permitted in the Notice Inviting Bids may bidders submit their bids via
electronic transmission pursuant to Public Contract Code sections 1600 and 1601. Any
acceptable method(s) of electronic transmission shall be stated in the Notice Inviting Bids. City
may reject any bid not strictly complying with City's designated methods for delivery.
ARTICLE 19. OPENING OF BIDS
At the time and place set for the opening and reading of bids, or any time thereafter, each and
every bid received prior to the time and day set for the receipt of bids will be publicly opened
and read. The City will leave unopened any Bid received after the specified date and time, and
any such unopened Bid will be returned to the bidder. It is the bidder's sole responsibility to
ensure that its Bid is received as specified. Bids may be submitted earlier than the date(s) and
time(s) indicated.
The public reading of each bid will include the following information:
61147.02100\20950242.3 -11- 00 21 13-INSTRUCTIONS TO BIDDERS
A. The name and business location of the bidder.
B. The nature and amount of the bid security furnished by bidder.
C. The bid amount.
Bidders or their representatives and other interested persons may be present at the opening of
the bids. The City may, in its sole discretion, elect to postpone the opening of the submitted
Bids. The City reserves the right to reject any or all Bids and to waive any informality or
irregularity in any Bid.
ARTICLE 20. WITHDRAWAL OF BID
Any bid may be withdrawn either personally or by written request, incurring no penalty, at any
time prior to the scheduled closing time for receipt of bids. Requests to withdraw bids shall be
worded so as not to reveal the amount of the original bid. Withdrawn bids may be resubmitted
until the time and day set for the receipt of bids, provided that resubmitted bids are in
conformance with the instructions herein.
Bids may be withdrawn after bid opening only by providing written notice to City within five (5)
working days of the bid opening and in compliance with Public Contract Code Section 5100 et
seq., or as otherwise may be allowed with the consent of the City.
ARTICLE 21. BIDDERS INTERESTED IN MORE THAN ONE BID
No Bidder shall be allowed to make, file or be interested in more than one bid for the same work
unless alternate bids are specifically called for. A person, firm or corporation that has submitted
a sub-proposal to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby
disqualified from submitting a sub-proposal or quoting prices to other bidders. No person, firm,
corporation, or other entity may submit a sub-proposal to a Bidder, or quote prices of materials
to a Bidder, when also submitting a prime Bid on the same Project.
ARTICLE 22. SUBSTITUTION OF SECURITY
The Contract Documents call for monthly progress payments based upon the percentage of the
Work completed. The City will retain a percentage of each progress payment as provided by
the Contract Documents. At the request and expense of the successful Bidder, the City will
substitute securities for the amount so retained in accordance with Public Contract Code
Section 22300.
ARTICLE 23. PREVAILING WAGES
The City has obtained from the Director of the Department of Industrial Relations the general
prevailing rate of per diem wages in the locality in which this work is to be performed for each
craft or type of worker needed to execute the Contract. These rates are available at the City
Clerk of the City or may be obtained online at http://www.dir.ca.gov. Bidders are advised that a
copy of these rates must be posted by the successful Bidder at the job site(s). DEBARMENT
OF CONTRACTORS AND SUBCONTRACTORS
In accordance with the provisions of the Labor Code, contractors or subcontractors may not
perform work on a public works project with a subcontractor who is ineligible to perform work on
61147.02100\20950242.3 -12- 00 21 13-INSTRUCTIONS TO BIDDERS
a public project pursuant to Labor Code Sections 1777.1 or 1777.7. Any contract on a public
works project entered into between a contractor and a debarred subcontractor is void as a
matter of law. A debarred subcontractor may not receive any public money for performing work
as a subcontractor on a public works contract. Any public money that is paid to a debarred
subcontractor by the Contractor for the Project shall be returned to the City. The Contractor
shall be responsible for the payment of wages to workers of a debarred subcontractor who has
been allowed to work on the Project.
ARTICLE 24. INSURANCE REQUIREMENTS
Prior to commencing work, the successful bidder shall purchase and maintain insurance as set
forth in the General Conditions.
ARTICLE 25. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
The successful bidder will be required to furnish a Labor and Material Payment Bond and a
Faithful Performance Bond each in an amount equal to one hundred percent (100%) of the
contract price. Each bond shall be secured from a surety company that meets all State of
California bonding requirements, as defined in California Code of Civil Procedure Section
995.120 and is admitted by the State of California. Each bond shall be accompanied, upon the
request of City, with all documents required by California Code of Civil Procedure Section
995.660 to the extent required by law. All bonding and insurance requirements shall be
completed and submitted to City within ten (10) working days from the date the City provides the
successful bidder with the Notice of Award.
ARTICLE 26. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES
Contractor and its subcontractors performing work under this Contract will be required to pay
California sales tax and other applicable taxes, and to pay for permits, licenses and fees
required by the agencies with authority in the jurisdiction in which the Work will be located,
unless otherwise expressly provided by the Contract Documents.
ARTICLE 27. PERMIT AND INSPECTION FEE ALLOWANCE
Notwithstanding anything contained herein, the Bid Form contains an allowance for the
Contractor's cost of acquiring traffic control permits and for construction inspection fees that
may be charged to the Contractor by the Agency of Jurisdiction. The allowance is included
within the Bid Form to eliminate the need by bidders to research or estimate the costs of traffic
control permits and construction inspection fees prior to submitting a bid. The allowance is
specifically intended to account for the costs of traffic control permits and construction
inspection fees charged by the local Agency of Jurisdiction only. No other costs payable by
Contractor to the Agency of Jurisdiction are included within the allowance.
ARTICLE 28. FILING OF BID PROTESTS
Bidders may file a "protest" of a Bid with the City's office of the City Clerk. In order for a Bidder's
protest to be considered valid, the protest must:
A. Be filed in writing within five (5) calendar days after the bid opening date;
B. Clearly identify the specific irregularity or accusation;
61147.02100\20950242.3 _13_ 00 21 13-INSTRUCTIONS TO BIDDERS
C. Clearly identify the specific City staff determination or recommendation being protested;
D. Specify in detail the grounds for protest and the facts supporting the protest; and
E. Include all relevant, supporting documentation with the protest at time of filing.
If the protest does not comply with each of these requirements, the City may reject the protest
without further review.
If the protest is timely and complies with the above requirements, the City's Public Works
Director or other designated City staff member, shall review the protest, any response from the
challenged Bidder(s), and all other relevant information. The City's Public Works Director will
provide a written decision to the protestor.
The procedure and time limits set forth in this Article are mandatory and are the sole and
exclusive remedy in the event of a Bid protest. Failure to comply with these procedures shall
constitute a failure to exhaust administrative remedies and a waiver of any right to further
pursue the Bid protest, including filing a Government Code Claim or legal proceedings.
ARTICLE 29. BASIS OF AWARD; BALANCED BID
The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid.
The lowest Bid will be determined on the basis of the Total Bid Price.
The City may reject any Bid which, in its opinion when compared to other Bids received or to the
City's internal estimates, does not accurately reflect the cost to perform the Work. The City may
reject as non-responsive any Bid which unevenly weights or allocates costs, including but not
limited to overhead and profit to one or more particular bid items.
ARTICLE 30. AWARD PROCESS
Once all Bids are opened and reviewed to determine the lowest responsive and responsible
Bidder, the City Council may award the contract. The apparent successful Bidder should begin
to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3)
the required insurance certificates and endorsements. Once the City notifies the Bidder of the
award, the Bidder will have ten (10) working days from the date of this notification to execute the
Contract and supply the City with all of the required documents and certifications. Regardless
of whether the Bidder supplies the required documents and certifications in a timely manner, the
Contract time will begin to run twenty (20) working days from the date of the notification. Once
the City receives all of the properly drafted and executed documents and certifications from the
Bidder, the City shall issue a Notice to Proceed to that Bidder.
ARTICLE 31. EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the
amount determined by the Contract Documents. The City may require appropriate evidence
that the persons executing the Contract are duly empowered to do so. The Contract and bond
forms to be executed by the successful Bidder are included within these Specifications and shall
not be detached.
61147.02100\20950242.3 -14- 00 21 13-INSTRUCTIONS TO BIDDERS
ARTICLE 32. QUESTIONS
Questions regarding this Notice Inviting Bids may be directed to Paul Meshkin, P.E. Senior Civil
Engineer, AT (949)443-6350 or email at Pmeshkin@sanjuancapistrano.org. No other members
of the City's staff or City Council should be contacted about this procurement during the bidding
process. Any and all inquiries and comments regarding this Bid must be communicated in
writing, unless otherwise instructed by the City. The City may, in its sole discretion, disqualify
any Bidder who engages in any prohibited communications.
61147.02100\20950242.3 -15- 00 21 13-INSTRUCTIONS TO BIDDERS
00 41 43 — BID FORMS
1.1 Bid.
Bids will be received at the City of San Juan Capistrano City Clerk Office, 32400 Paseo
Adelanto, San Juan Capistrano, California, until 2 p.m. on December 21,2017.
NAME OF BIDDER:
To the Honorable City Council
of the City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, California 92675
The undersigned hereby declare that we have carefully examined the location of the proposed
Work, and have read and examined the Contract Documents, including all plans, specifications,
and all addenda, if any for the following Project:
Trellis Roof Repair and Reconstruction at the Train Station —Verdugo Street
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services,
and to discharge all duties and obligations necessary and required to perform and complete the
Project, as described and in strict conformity with the Drawings, and these Specifications for
TOTAL BID PRICE indicated herein.
The undersigned acknowledges receipt, understanding, and full consideration of the following
addenda to the Contract Documents:
Addenda No.
1. Attached is the required Bid Guarantee in the amount of not less than 10% of the Total
Bid Price.
2. Attached is the completed Designation of Subcontractors form.
3. Attached is the fully executed Noncollusion Declaration form.
4. Attached is the completed Iran Contracting Act Certification form.
5. Attached is the completed Public Works Contractor Registration Certification form.
6. Attached is the completed Contractor's Certificate Regarding Workers' Compensation
form.
7. Attached is the completed Bidder Information and Experience form.
61147.02100\20950242.3 _16_ 00 41 43-BID FORMS
A. BID SCHEDULE
UNIT OF EST. UNIT ITEM
NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST
1 Project Management; General LS 1
Conditions; General Contractor
Overhead & Profit/Fee
2, Demolition of miscellaneous LS 1
items; Temporary Fencing
3, Steel Decking; Metal LS 1
Fabrications including gutters
and flashing
4, Wood Framing,Wood LS 1
Treatment; & Finishing
5, Joint Sealer LS 1
6, New Exterior Light Fixtures to LS 1
Match Existing
7, Metrolink Coordination/Flagman LS 1 $10,000 $10,000
Cost.
g, Permit Fees LS 1 $1,000 $1,000
The costs for any Work shown or required in the Contract Documents, but not specifically
identified as a line item are to be included in the related line items and no additional
compensation shall be due to Contractor for the performance of the Work.
In case of discrepancy between the Unit Price and the Item Cost set forth for a unit basis item,
the unit price shall prevail and shall be utilized as the basis for determining the lowest
responsive, responsible Bidder. However, if the amount set forth as a unit price is ambiguous,
unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the
"Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail
and shall be divided by the estimated quantity for the item and the price thus obtained shall be
the Unit Price.
For purposes of evaluating Bids, the City will correct any apparent errors in the extension of unit
prices and any apparent errors in the addition of lump sum and extended prices.
The estimated quantities for Unit Price items are for purposes of comparing Bids only and the
City makes no representation that the actual quantities of work performed will not vary from the
estimates. Final payment shall be determined by the Engineer from measured quantities of work
performed based upon the Unit Price.
61147.02100\20950242.3 _17_ 00 41 43-BID FORMS
B. TOTAL BID PRICE:
TOTAL BID PRICE BASED ON BID SCHEDULE TOTAL OF UNIT PRICES
FOR Trellis Roof Repair and Reconstruction at the Train Station
Total Bid Price in Numbers
Total Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price
shall prevail.
The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be
withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after
the Bid opening, or until a Contract for the Work is fully executed by the City and a third party,
whichever is earlier.
The successful bidder hereby agrees to sign the contract and furnish the necessary bonds and
certificates of insurance within ten (10) working days after the City provides the successful
bidder with the Notice of Award.
Upon receipt of the signed contract and other required documents, the contract will be executed
by the City, after which the City will prepare a letter giving Contractor Notice to Proceed. The
official starting date shall be the date of the Notice to Proceed, unless otherwise specified. The
undersigned agrees to begin the Work within ten (10) working days of the date of the Notice to
Proceed, unless otherwise specified.
The undersigned has examined the location of the proposed work and is familiar with the
Drawings and Specifications and the local conditions at the place where work is to be done.
If awarded the contract, the undersigned agrees that there shall be paid by the undersigned and
by all subcontractors to all laborers, workers and mechanics employed in the execution of such
contract no less than the prevailing wage rate within Orange County for each craft,
classification, or type of worker needed to complete the Work contemplated by this contract as
established by the Director of the Department of Industrial Relations. A copy of the prevailing
rate of per diem wages are on file at the City's Administration Office and shall be made available
to interested parties upon request.
Enclosed find cash, bidder's bond, or cashier's or certified check No. from the
Bank in the amount of which is not
less than ten percent (10%) of this bid, payable to City of San Juan Capistrano as bid security
and which is given as a guarantee that the undersigned will enter into a contract and provide the
necessary bonds and certificates of insurance if awarded the Work.
61147.02100\20950242.3 _18_ 00 41 43-BID FORMS
The bidder furthermore agrees that in case of bidder's default in executing said contract and
furnishing required bonds and certificates of insurance, the cash, bidder's bond, or cashier's or
certified check accompanying this proposal and the money payable thereon shall become and
shall remain the property of the City of San Juan Capistrano.
Bidder is an individual , or corporation , or partnership , organized under
the laws of the State of
Bidder confirms license(s) required by California State Contractor's License Law for the
performance of the subject project are in full effect and proper order. The following are the
Bidder's applicable license number(s), with their expiration date(s) and class of license(s):
If the Bidder is a joint venture, each member of the joint venture must include the required
licensing information.
Sureties that will furnish the Faithful Performance Bond and the Labor and Material Payment
Bond, in the form specified herein, in an amount equal to one hundred percent (100%) of the
contract price within ten (10) working days from the date the City provides the successful bidder
the Notice of Award. Sureties must meet all of the State of California bonding requirements, as
defined in California Code of Civil Procedure Section 995.120 and must be authorized by the
State of California.
The insurance company or companies to provide the insurance required in the contract
documents must have a Financial Strength Rating of not less than "A-" and a Financial Size
Category of not less than "Class VII" according to the latest Best Key Rating Guide. At the sole
discretion of the City, the City may waive the Financial Strength Rating and the Financial Size
Category classifications for Workers' Compensation insurance.
(signatures continued on next page)
61147.02100\20950242.3 -19- 00 41 43-BID FORMS
I hereby certify under penalty of perjury under the laws of the State of California that all of the
information submitted in connection with this Bid and all of the representations made herein are
true and correct.
Executed at on this day of
(Bidders Name— Print or Type)
(Name and Title)
(Corporate Seal)
(Signature)
Names of individual members of firm or names and titles of all officers of corporation and their
addresses are listed below:
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
61147.02100\20950242.3 _20_ 00 41 43-BID FORMS
1.2 Bid Bond
[Note: Not required when other form of Bidder's Security, e.g. cash, certified check or
cashier's check, accompanies bid.]
The makers of this bond are, as
Principal, and as Surety
and are held and firmly bound unto the City of San Juan Capistrano, hereinafter called the City,
in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal
submitted to CITY for the work described below, for the payment of which sum in lawful money
of the United States, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns,jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted
the accompanying bid dated 20 , for the Trellis Roof Reapir and
Reconstruction at the Train Station.
If the Principal does not withdraw its Bid within the time specified in the Contract Documents;
and if the Principal is awarded the Contract and provides all documents to the City as required
by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will
remain in full force and effect.
Surety, for value received, hereby stipulates and agrees that no change, extension of time,
alteration or addition to the terms of the Contract Documents shall in affect its obligation under
this bond, and Surety does hereby waive notice of any such changes.
In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the
Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable
attorneys' fees, court costs, expert witness fees and expenses.
IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their
several seals this day of 20 , the name and corporate seal of
each corporation.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
61147.02100\20950242.3 -21- 00 41 43-BID FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared who proved to me on the basis of satisfactory
Name(s)of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.
61147.02100\20950242.3 -22- 00 41 43—BID FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to
local representatives of the bonding company must also be attached.
END OF BID BOND
61147.02100\20950242.3 -23- 00 41 43—BID FORMS
1.3 List of Subcontractors
In compliance with the Subletting and Subcontracting Fair Practices Act Chapter 4
(commencing at Section 4100), Part 1, Division 2 of the Public Contract Code of the State of
California and any amendments thereof, Bidder shall set forth below: (a) the name and the
location of the place of business, (b) the California contractor license number, (c) the DIR public
works contractor registration number, and (d) the portion of the work which will be done by each
subcontractor who will perform work or labor or render service to the Bidder in or about the
construction of the work or improvement to be performed under this Contract in an amount in
excess of one-half of one percent (0.5%) of the Bidder's Total Bid Price. Notwithstanding the
foregoing, if the work involves the construction of streets and highways, then the Bidder shall list
each subcontractor who will perform work or labor or render service to the Bidder in or about the
work in an amount in excess of one-half of one percent (0.5%) of the Bidder's Total Bid Price or
$10,000, whichever is greater. No additional time shall be granted to provide the below
requested information.
If a Bidder fails to specify a subcontractor or if a contractor specifies more than one
subcontractor for the same portion of work, then the Bidder shall be deemed to have agreed
that it is fully qualified to perform that portion of work and that it shall perform that portion itself.
CSLB DIR
Work to be Name of Location of Contractor Registration % of
done by
Subcontractor Subcontractor Business License No. Number Work
61147.02100\20950242.3 -24- 00 41 43-BID FORMS
Work to be CSLB DIR
Name of Location of Contractor Registration % of
done by
Subcontractor Subcontractor Business License No. Number Work
(Attach additional sheets if necessary)
Name of Bidder
Signature
Name and Title
Dated
61147.02100\20950242.3 _25_ 00 41 43-BID FORMS
1.4 Bidder Information and Experience Form
ARTICLE 1. INFORMATION ABOUT BIDDER
(Indicate not applicable ("N/A") where appropriate.)
NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided
for all parties to the joint venture.
1.0 Name of Bidder:
2.0 Type, if Entity:
3.0 Bidder Address:
Facsimile Number Telephone Number
Email Address
4.0 How many years has Bidder's organization been in business as a Contractor?
5.0 How many years has Bidder's organization been in business under its present
name?
5.1 Under what other or former names has Bidder's organization
operated?
6.0 If Bidder's organization is a corporation, answer the following:
6.1 Date of Incorporation:
6.2 State of Incorporation:
6.3 President's Name:
6.4 Vice-President's Name(s):
6.5 Secretary's Name:
6.6 Treasurer's Name:
61147.02100\20950242.3 _26_ 00 41 43-BID FORMS
7.0 If an individual or a partnership, answer the following:
7.1 Date of Organization:
7.2 Name and address of all partners (state whether general or limited
partnership):
8.0 If other than a corporation or partnership, describe organization and name
principals:
9.0 List other states in which Bidder's organization is legally qualified to do business.
10.0 What type of work does the Bidder normally perform with its own forces?
11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when,
where, and why:
12.0 Within the last five years, has any officer or partner of Bidder's organization ever
been an officer or partner of another organization when it failed to complete a
contract? If so, attach a separate sheet of explanation:
13.0 List Trade References:
61147.02100\20950242.3 _27_ 00 41 43-BID FORMS
14.0 List Bank References (Bank and Branch Address):
15.0 Name of Bonding Company and Name and Address of Agent:
[REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
61147.02100\20950242.3 _28_ 00 41 43-BID FORMS
ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG)
[**Duplicate Page if needed for listing additional current projects.**]
Project Description of Completion Date Cost of Bidder's Work
Bidder's Work
61147.02100\20950242.3 _29_ 00 41 43-BID FORMS
ARTICLE 3. LIST OF COMPLETED PROJECTS — LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**]
Please include only those projects which are similar enough to demonstrate Bidder's ability to
perform the required Work.
Project Description of Completion Date Cost of Bidder's Work
Bidder's Work
61147.02100\20950242.3 _30_ 00 41 43-BID FORMS
ARTICLE 4. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE
Personnel:
The Bidder shall identify the key personnel to be assigned to this project in a management,
construction supervision or engineering capacity.
1. List each person's job title, name and percent of time to be allocated to this project:
2. Summarize each person's specialized education:
3. List each person's years of construction experience relevant to the project:
4. Summarize such experience:
Bidder agrees that personnel named in this Bid will remain on this Project until completion of all
relevant Work, unless substituted by personnel of equivalent experience and qualifications
approved in advance by the City.
Additional Bidder's Statements:
If the Bidder feels that there is additional information which has not been included in the
questionnaire above, and which would contribute to the qualification review, it may add that
information in a statement here or on an attached sheet, appropriately marked:
61147.02100\20950242.3 -31- 00 41 43-BID FORMS
ARTICLE 5. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:
I declare under penalty of perjury under the laws of the State of California that the foregoing
information is true and correct:
Name of Bidder
Signature
Name
Title
Date
61147.02100\20950242.3 _32_ 00 41 43-BID FORMS
1.5 Non-Collusion Declaration
The undersigned declares:
I am the of , the party making the
foregoing Bid.
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The Bid is genuine and not collusive or
sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a
false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or
agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The
Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the Bid Price of the Bidder or any other Bidder, or to fix any
overhead, profit, or cost element of the Bid Price, or of that of any other Bidder. All statements
contained in the Bid are true. The Bidder has not, directly or indirectly, submitted his or her Bid
Price or any breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, to any corporation, partnership, company, association, organization, bid depository, or
to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will
not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership,
joint venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on
behalf of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct and that this declaration is executed on [date], at
[city], [state].
Name of Bidder
Signature
Name
Title
61147.02100\20950242.3 -33- 00 41 43-BID FORMS
1.6 Iran Contracting Act Certification.
(Public Contract Code section 2200 et seq.)
As required by California Public Contract Code Section 2204, the Contractor certifies subject to
penalty for perjury that the option checked below relating to the Contractor's status in regard to
the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
❑ The Contractor is not:
(1) identified on the current list of person and entities engaged in investment
activities in Iran prepared by the California Department of General Services in
accordance with subdivision (b) of Public Contract Code Section 2203; or
(2) a financial instruction that extends, for 45 days or more, credit in the amount of
$20,000,000 or more to any other person or entity identified on the current list of
persons and entities engaging in investment activities in Iran prepared by the
California Department of General Services in accordance with subdivision (b) of
Public Contract Code Section 2203, if that person or entity uses or will use the
credit to provide goods or services in the energy sector in Iran.
❑ The City has exempted the Contractor from the requirements of the Iran Contracting
Act of 2010 after making a public finding that, absent the exemption, the City will be
unable to obtain the goods and/or services to be provided pursuant to the Contract.
❑ The amount of the Contract payable to the Contractor for the Project does not
exceed $1,000,000.
Signature:
Printed Name:
Title:
Firm Name:
Date:
Note: In accordance with Public Contract Code Section 2205, false certification of this form shall
be reported to the California Attorney General and may result in civil penalties equal to the
greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility
to bid on contracts for three years.
<Month><Year> _34_ 00 41 43—BID FORMS
Pipeline Project XXXX
61147.02100\20950242.3
1.7 Public Works Contractor Registration Certification
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that
wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be
registered with the Department of Industrial Relations. See http://www.dir.ca.gov/Public-
Works/PublicWorks.html for additional information.
No bid will be accepted nor any contract entered into without proof of the contractor's and
subcontractors' current registration with the Department of Industrial Relations to perform public
work.
Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code
sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of
Industrial Relations.
Name of Bidder:
DIR Registration Number:
DIR Registration Expiration:
Bidder further acknowledges:
1. Bidder shall maintain a current DIR registration for the duration of the project.
2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1
in its contract with subcontractors and ensure that all subcontractors are
registered at the time of bid opening and maintain registration status for the
duration of the project.
3. Failure to submit this form or comply with any of the above requirements may
result in a finding that the bid is non-responsive.
Name of Bidder
Signature
Name and Title
Dated
<Month><Year> _35_ 00 41 43—BID FORMS
Pipeline Project XXXX
61147.02100\20950242.3
1.8 Contractor's Certificate Regarding Workers' Compensation.
I am aware of the provisions of section 3700 of the Labor Code which require every employer to
be insured against liability for workers' compensation or to undertake self-insurance in
accordance with the provisions of that code, and I will comply with such provisions before
commencing the performance of the work of this Contract.
Name of Bidder
Signature
Name
Title
Dated
<Month><Year> -36- 00 41 43—BID FORMS
Pipeline Project XXXX
61147.02100\20950242.3
00 52 13 — CONTRACT
This CONTRACT, No. is made and entered into this day of
by and between City of San Juan Capistrano, sometimes hereinafter called "City," and
sometimes hereinafter called
"Contractor."
WITNESSETH: That the parties hereto have mutually covenanted and agreed, and by these
presents do covenant and agree with each other as follows:
a. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated in
the Contract, and shall provide all labor, materials, equipment, tools, utility services, and
transportation to complete all of the Work required in strict compliance with the Contract
Documents as specified in Article 5, below, for the following Project:
Trellis Roof Repair and Reconstruction at the Train Station — Derdugo Street
The Contractor and its surety shall be liable to the City for any damages arising as a result of
the Contractor's failure to comply with this obligation.
b. TIME FOR COMPLETION. Time is of the essence in the performance of the Work. The
Work shall be commenced on the date stated in the Distric's Notice to Proceed. The Contractor
shall complete all Work required by the Contract Documents within 10 Working DAYS calendar
days from the commencement date stated in the Notice to Proceed. By its signature hereunder,
Contractor agrees the time for completion set forth above is adequate and reasonable to
complete the Work.
C. CONTRACT PRICE. The City shall pay to the Contractor as full compensation for the
performance of the Contract, subject to any additions or deductions as provided in the Contract
Documents, and including all applicable taxes and costs, the sum of
Dollars
($ ). Payment shall be made as set forth in the General
Conditions.
d. LIQUIDATED DAMAGES. In accordance with Government Code section 53069.85, it is
agreed that the Contractor will pay the City the sum set forth in Section 00 73 13, Article 1.11
for each and every calendar day of delay beyond the time prescribed in the Contract Documents
for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event
this is not paid, the Contractor agrees the City may deduct that amount from any money due or
that may become due the Contractor under the Contract. This Article does not exclude recovery
of other damages specified in the Contract Documents.
e. COMPONENT PARTS OF THE CONTRACT. The "Contract Documents" include the
following:
Notice Inviting Informal Bids
Instructions to Bidders
Bid Form
Bid Bond
Designation of Subcontractors
Information Required of Bidders
61147.02100\20950242.3 _37_ 00 52 13-CONTRACT
Non-Collusion Declaration Form
Iran Contracting Act Certification
Public Works Contractor Registration Certification
Performance Bond
Payment (Labor and Materials) Bond
General Conditions
Special Conditions
Technical Specifications
Addenda
Plans and Drawings
Standard Specifications for Public Works Construction "Greenbook", latest edition,
Except Sections 1-9
Applicable Local Agency Standards and Specifications, as last revised
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract
The Contractor shall complete the Work in strict accordance with all of the Contract Documents.
All of the Contract Documents are intended to be complementary. Work required by one of the
Contract Documents and not by others shall be done as if required by all. This Contract shall
supersede any prior agreement of the parties.
f. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE. Each and
every provision of law required to be included in these Contract Documents shall be deemed to
be included in these Contract Documents. The Contractor shall comply with all requirements of
applicable federal, state and local laws, rules and regulations, including, but not limited to, the
provisions of the California Labor Code and California Public Contract Code which are
applicable to this Work.
g. INDEMNIFICATION. Contractor shall provide indemnification and defense as set forth
in the General Conditions.
h. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages
in accordance with the Labor Code which such rates shall be made available at the City's
Administrative Office or may be obtained online at http://www.dir.ca.gov and which must be
posted at the job site.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
61147.02100\20950242.3 -38- 00 52 13-CONTRACT
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties,
on the day and year above written.
CITY OF SAN JUAN CAPISTRANO
Name of Contractor
By By
Benjamin Siegel, City Manager
Name and Title:
Date:
License No.
Date:
(CONTRACTOR'S SIGNATURE MUST BE
NOTARIZED AND CORPORATE
SEAL AFFIXED, IF APPLICABLE)
Approved as to form this day of 20
Attorney for City of San Juan Capistrano
ATTEST:
By:
City Clerk San Juan Capistrano
END OF CONTRACT
61147.02100\20950242.3 -39- 00 52 13-CONTRACT
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
F-1 Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
61147.02100\20950242.3 -40- 00 52 13—CONTRACT
00 61 13— BOND FORMS
1.1 Performance Bond.
KNOW ALL PERSONS BY THESE PRESENTS:
THAT WHEREAS, the City of San Juan Capistrano, (hereinafter referred to as "City") has
awarded to , (hereinafter referred to as the "Contractor") an
agreement for Contract No. (hereinafter referred to as the "Project").
WHEREAS, the work to be performed by the Contractor is more particularly set forth in the
Contract Documents for the Project dated , (hereinafter referred to as
"Contract Documents"), the terms and conditions of which are expressly incorporated herein by
reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof
and to furnish a bond for the faithful performance of said Contract Documents.
NOW, THEREFORE, we, the undersigned Contractor and
as Surety, a corporation organized
and duly authorized to transact business under the laws of the State of California, are held and
firmly bound unto the City in the sum of DOLLARS,
($ ), said sum being not less than one hundred percent (100%) of the total
amount of the Contract, for which amount well and truly to be made, we bind ourselves, our
heirs, executors and administrators, successors and assigns, jointly and severally, firmly by
these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs,
executors, administrators, successors or assigns, shall in all things stand to and abide by, and
well and truly keep and perform the covenants, conditions and agreements in the Contract
Documents and any alteration thereof made as therein provided, on its part, to be kept and
performed at the time and in the manner therein specified, and in all respects according to their
intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee
of all materials and workmanship; and shall indemnify and save harmless the City, its officials,
officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then
this obligation shall become null and void; otherwise it shall be and remain in full force and
effect.
As a part of the obligation secured hereby and in addition to the face amount specified
therefore, there shall be included costs and reasonable expenses and fees including reasonable
attorney's fees, incurred by City in enforcing such obligation.
As a condition precedent to the satisfactory completion of the Contract Documents, unless
otherwise provided for in the Contract Documents, the above obligation shall hold good for a
period of one (1) year after the acceptance of the work by City, during which time if Contractor
shall fail to make full, complete, and satisfactory repair and replacements and totally protect the
City from loss or damage resulting from or caused by defective materials or faulty workmanship.
The obligations of Surety hereunder shall continue so long as any obligation of Contractor
remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations
61147.02100\20950242.3 -41- 00 61 13-BOND FORMS
under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure
Section 337.15.
Whenever Contractor shall be, and is declared by the City to be, in default under the Contract
Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall
promptly, at the City's option:
i. Take over and complete the Project in accordance with all terms and conditions
in the Contract Documents; or
ii. Obtain a bid or bids for completing the Project in accordance with all terms and
conditions in the Contract Documents and upon determination by Surety of the
lowest responsive and responsible bidder, arrange for a Contract between such
bidder, the Surety and the City, and make available as work progresses sufficient
funds to pay the cost of completion of the Project, less the balance of the
contract price, including other costs and damages for which Surety may be liable.
The term "balance of the contract price" as used in this paragraph shall mean the
total amount payable to Contractor by the City under the Contract and any
modification thereto, less any amount previously paid by the City to the
Contractor and any other set offs pursuant to the Contract Documents.
iii. Permit the City to complete the Project in any manner consistent with California
law and make available as work progresses sufficient funds to pay the cost of
completion of the Project, less the balance of the contract price, including other
costs and damages for which Surety may be liable. The term "balance of the
contract price" as used in this paragraph shall mean the total amount payable to
Contractor by the City under the Contract and any modification thereto, less any
amount previously paid by the City to the Contractor and any other set offs
pursuant to the Contract Documents.
Surety expressly agrees that the City may reject any contractor or subcontractor which may be
proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.
Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from
Contractor for completion of the Project if the City, when declaring the Contractor in default,
notifies Surety of the City's objection to Contractor's further participation in the completion of the
Project.
The Surety, for value received, hereby stipulates and agrees that no change, extension of time,
alteration or addition to the terms of the Contract Documents or to the Project to be performed
thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice
of any such change, extension of time, alteration or addition to the terms of the Contract
Documents or to the Project.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
61147.02100\20950242.3 _42_ 00 61 13-BOND FORMS
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of
20
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is per thousand. The total amount of premium
charges is $
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety
and Agent or Representative for
service of process in California)
61147.02100\20950242.3 -43- 00 61 13-BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.
61147.02100\20950242.3 -44- 00 61 13—BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to
local representatives of the bonding company must also be attached.
END OF PERFORMANCE BOND
61147.02100\20950242.3 -45- 00 61 13—BOND FORMS
1.2 Payment Bond (Labor and Materials).
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of San Juan Capistrano (hereinafter designated as the "City"), by action
taken or a resolution passed , 20 , has awarded to
hereinafter designated as the "Principal," a contract for the work
described as follows: Contract No. (the "Project"); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract;
providing that if said Principal or any of its Subcontractors shall fail to pay for any materials,
provisions, provender, equipment, or other supplies used in, upon, for or about the performance
of the work contracted to be done, or for any work or labor done thereon of any kind, or for
amounts due under the Unemployment Insurance Code or for any amounts required to be
deducted, withheld, and paid over to the Employment Development Department from the wages
of employees of said Principal and its Subcontractors with respect to such work or labor the
Surety on this bond will pay for the same to the extent hereinafter set forth.
NOW THEREFORE, we, the Principal and as Surety, are held
and firmly bound unto the City in the penal sum of Dollars ($ )
lawful money of the United States of America, for the payment of which sum well and truly to be
made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its
subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of
the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or other
supplies, used in, upon, for or about the performance of the work contracted to be done, or for
any work or labor thereon of any kind, or amounts due under the Unemployment Insurance
Code with respect to work or labor performed under the contract, or for any amounts required to
be deducted, withheld, and paid over to the Employment Development Department or Franchise
Tax Board from the wages of employees of the contractor and his subcontractors pursuant to
Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or
Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and
also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such
suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation
expenses.
This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so
as to give a right of action to such persons or their assigns in any suit brought upon this bond.
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or
released from the obligation of this bond by any change, extension of time for performance,
addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement
pertaining or relating to any scheme or work of improvement herein above described, or
pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any
change or modification of any terms of payment or extension of the time for any payment
pertaining or relating to any scheme or work of improvement herein above described, nor by any
rescission or attempted rescission or attempted rescission of the contract, agreement or bond,
nor by any conditions precedent or subsequent in the bond attempting to limit the right of
recovery of claimants otherwise entitled to recover under any such contract or agreement or
61147.02100\20950242.3 _46_ 00 61 13-BOND FORMS
under the bond, nor by any fraud practiced by any person other than the claimant seeking to
recover on the bond and that this bond be construed most strongly against the Surety and in
favor of all persons for whose benefit such bond is given, and under no circumstances shall
Surety be released from liability to those for whose benefit such bond has been given, by
reason of any breach of contract between the owner or City and original contractor or on the
part of any obligee named in such bond, but the sole conditions of recovery shall be that
claimant is a person described in Civil Code Section 9100, and has not been paid the full
amount of his claim and that Surety does hereby waive notice of any such change, extension of
time, addition, alteration or modification herein mentioned, including but not limited to the
provisions of sections 2819 and 2845 of the California Civil Code.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of
20
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
61147.02100\20950242.3 -47- 00 61 13-BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.
61147.02100\20950242.3 -48- 00 61 13—BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate
verifies only the Identity of the individual who signed the
document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF
On 20 , before me, Notary Public, personally
appeared , who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑Individual
❑Corporate Officer
Title(s) Title or Type of Document
❑Partner(s) ❑ Limited
❑ General Number of Pages
❑Attorney-In-Fact
❑Trustee(s)
❑Guardian/Conservator Date of Document
❑Other:
Signer is representing:
Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to
local representatives of the bonding company must also be attached.
END OF PAYMENT BOND
61147.02100\20950242.3 -49- 00 61 13—BOND FORMS
00 72 13—GENERAL CONDITIONS
ARTICLE 1. DEFINED TERMS
Whenever used in the Contract Documents and printed with initial capital letters, the terms listed
below will have the meanings indicated which are applicable to both the singular and plural
thereof. In addition to terms specifically defined below, terms with initial capital letters in the
Contract Documents include references to identified articles and paragraphs, and the titles of
other documents or forms.
A. Act of God — An earthquake of magnitude of 3.5 or higher on the Richter scale or a
tidal wave.
B. Addenda -- Written or graphic instruments issued prior to the submission of Bids
which clarify, correct, or change the Contract Documents.
C. Additional Work -- New or unforeseen work will be classified as "Additional Work"
when the City's Representative determines that it is not covered by the Contract.
D. Applicable Laws -- The laws, statutes, ordinances, rules, codes, regulations, permits,
and licenses of any kind, issued by local, state or federal governmental authorities or
private authorities with jurisdiction (including utilities), to the extent they apply to the
Work.
E. Bid -- The offer or proposal of a Bidder submitted on the prescribed form setting forth
the prices and other terms for the Work to be performed.
F. Bidder-- The individual or entity who submits a Bid directly to the City.
G. Change Order CCU) -- A document that authorizes an addition, deletion, or revision
in the Work or an adjustment in the Contract Price or the Contract Times, issued on
or after the Effective Date of the Contract, in accordance with the Contract
Documents and in the form contained in the Contract Documents.
H. Change Order Request ("COR") -- A request made by the Contractor for an
adjustment in the Contract Price and/or Contract Times as the result of a Contractor-
claimed change to the Work. This term may also be referred to as a Change Order
Proposal ("COP"), or Request for Change ("RFC").
I. City-- The City of San Juan Capistrano.
J. City Council, Council -- The City Council of the City.
K. City's Representative -- The individual or entity as identified in the Special Conditions
to act as the City's Representative.
L. Claim -- A demand or assertion by the City or Contractor seeking an adjustment of
Contract Price or Contract Times, or both, or other relief with respect to the terms of
the Contract. A demand for money or services by a third party is not a Claim.
61147.02100\20950242.3 -50- 00 72 13-GENERAL CONDITIONS
M. Contract -- The entire integrated written agreement between the City and Contractor
concerning the Work. "Contract" may be used interchangeably with "Agreement" in
the Contract Documents. The Contract supersedes prior negotiations,
representations, or agreements, whether written or oral, and includes all Contract
Documents.
N. Contract Documents -- The documents listed in Section 00 52 13, Article 5. Some
documents provided by the City to the Bidders and Contractor, including but not
limited to reports and drawings of subsurface and physical conditions are not
Contract Documents.
O. Contract Price -- Amount to be paid by the City to the Contractor as full
compensation for the performance of the Contract and completion of the Work,
subject to any additions or deductions as provided in the Contract Documents, and
including all applicable taxes and costs.
P. Contract Times -- The number of days or the dates stated in the Contract Documents
to: achieve defined Milestones, if any; and to complete the Work so that it is ready for
final payment.
Q. Contractor -- The individual or entity with which the City has contracted for
performance of the Work.
R. Contractor's Designated On-Site Representative -- The Contractor's Designated On-
Site Representative will be as identified in Section 00 72 13, Article 3 and shall not
be changed without prior written consent of the City.
S. Daily Rate -- The Daily Rate stipulated in the Contract Documents as full
compensation to the Contractor due to the City's unreasonable delay to the Project
that was not contemplated by the parties.
T. Dray -- A calendar day of 24 hours measured from midnight to the next midnight.
U. Defective Work -- Work that is unsatisfactory, faulty, or deficient; or that does not
conform to the Contract Documents; or that does not meet the requirements of any
inspection, reference standard, test, or approval referenced in the Contract
Documents.
V. Demobilization -- The complete dismantling and removal by the Contractor of all of
the Contractor's temporary facilities, equipment, and personnel at the Site.
W. Drawings -- That part of the Contract Documents prepared by of the Engineer of
Record which graphically shows the scope, extent, and character of the Work to be
performed by Contractor. Shop Drawings and other Contractor submittals are not
Drawings as so defined.
X. Effective Date of the Contract -- The date indicated in the Contract on which it
becomes effective, but if no such date is indicated, it means the date on which the
Contract is signed and delivered by the last of the two parties to sign and deliver.
61147.02100\20950242.3 -51- 00 72 13-GENERAL CONDITIONS
Y. Engineer, whenever not qualified, shall mean the City Engineer of the City, acting
either directly or through properly authorized agents, such agents acting severally
within the scope of the particular duties entrusted to them. On all questions
concerning the acceptance of materials, machinery, the classifications of material,
the execution of work, conflicting interest of the contractors performing related work
and the determination of costs, the decision of the Engineer, duly authorized by the
City Council, shall be binding and final upon both parties.
Z. Engineer of Record -- The individual, partnership, corporation, joint venture, or other
legal entity named as such in Section 00 73 13, Article 1.1. or any succeeding entity
designated by the City.
AA.Green Book -- The current edition of the Standard Specifications for Public Works
Construction promulgated by the Joint Cooperative Committee of the Southern
California Chapter American Public Works Association and the Southern California
Districts of the Associated General Contractors of California.
BB.Hazardous Waste -- The term "Hazardous Waste" shall have the meaning provided
in Section 104 of the Solid Waste Disposal Act (42 U.S.C. § 6903) as amended from
time to time or, as defined in Section 25117 of the Health and Safety Code, that is
required to be removed to a class I, class II, or class III disposal site in accordance
with provisions of existing law, whichever is more restrictive.
CC. Holiday—The Holidays occur on:
New Year's Day - January 1
President's Day—Third Monday in February
Memorial Day - Last Monday in May
Independence Day - July 4
Labor Day- First Monday in September
Veteran's Day - November 11
Thanksgiving Day- Fourth Thursday in November
Friday after Thanksgiving
Christmas Eve — December 24
Christmas Day - December 25
Day After Christmas — December 26
New Year's Eve — December 31
If any Holiday listed above falls on a Saturday, Saturday and the preceding
Friday are both Holidays. If the Holiday should fall on a Sunday, Sunday and the
following Monday are both Holidays.
DD. Notice of Award -- The written notice by the City to the Successful Bidder stating
that upon timely compliance by the Successful Bidder with the conditions precedent
listed therein, the City will sign and deliver the Contract.
EE.Notice of Completion -- The form which may be executed by the City and recorded
by the county where the Project is located constituting final acceptance of the
Project.
61147.02100\20950242.3 -52- 00 72 13-GENERAL CONDITIONS
FF.Notice to Proceed -- A written notice given by the City to Contractor fixing the date on
which the Contractor may proceed with the Work and when Contract Times will
commence to run.
GG. Project -- The total construction of which the Work to be performed under the
Contract Documents may be the whole, or a part.
HH. Recyclable Waste Materials -- Materials removed from the Site which are
required to be diverted to a recycling center rather than an area landfill. Recyclable
Waste Materials include asphalt, concrete, brick, concrete block, and rock.
ll. Schedule of Submittals -- A schedule, prepared and maintained by Contractor, of
required submittals and the time requirements to facilitate scheduled performance of
related construction activities.
JJ. Shop Drawings -- All drawings, diagrams, illustrations, schedules, and other data or
information which are specifically prepared or assembled by or for Contractor and
submitted by Contractor to illustrate some portion of the Work.
KK.Specifications -- That part of the Contract Documents consisting of written
requirements for materials, equipment, systems, standards and workmanship as
applied to the Work, and certain administrative requirements and procedural matters
applicable thereto.
LL. Stop Payment Notice --A written notice as defined in Civil Code section 8044.
MM. Subcontractor -- An individual or entity other than a Contractor having a contract
with any other entity than the City for performance of any portion of the Work at the
Site.
NN. Submittal -- Written and graphic information and physical samples prepared and
supplied by the Contractor demonstrating various portions of the Work.
00. Successful Bidder -- The Bidder submitting a responsive Bid to whom the City
makes an award.
PP.Su tier -- A manufacturer, fabricator, supplier, distributor, material man, or vendor
having a direct contract with Contractor or with any Subcontractor to furnish
materials or equipment used in the performance of the Work or to be incorporated in
the Work.
QQ. Underground Facilities -- All underground pipelines, conduits, ducts, cables,
wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and
any encasements containing such facilities, including those that convey electricity,
gases, steam, liquid petroleum products, telephone or other communications, cable
television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
RR. Unit Price Work -- Work to be paid for on the basis of unit prices as provided by
the Contractor in its bid or as adjusted in accordance with the Contract Documents.
61147.02100\20950242.3 -53- 00 72 13-GENERAL CONDITIONS
SS.Warranty -- A written guarantee provided to the City by the Contractor that the Work
will remain free of defects and suitable for its intended use for the period required by
the Contract Documents or the longest period permitted by the law of this State,
whichever is longer.
TT.Work -- The entire construction or the various separately identifiable parts thereof
required to be provided under the Contract Documents. Work includes and is the
result of performing or providing all labor, services, and documentation necessary to
produce such construction, and furnishing, installing, and incorporating all materials
and equipment into such construction, all as required by the Contract Documents.
ARTICLE 2. CONTRACT DOCUMENTS
A. Contract Documents. The Contract Documents are complementary, and what is
called for by one shall be as binding as if called for by all.
B. Interpretations. The Contract Documents are intended to be fully cooperative and
complementary. If the Contractor observes that any documents are in conflict, the
Contractor shall promptly notify the Engineer in writing. In case of conflicts between
the Contract Documents, the order of precedence shall be as follows:
1. Change Orders
2. Addenda
3. Special Conditions
4. Technical Specifications
5. Plans (Contract Drawings)
6. Contract
7. General Conditions
8. Instructions to Bidders
9. Notice Inviting Bids
10. Contractor's Bid Forms
11. Standard Specifications for Public Works Construction (Sections 1-9 Excluded)
12. Applicable Local Agency Standards and Specifications
13. Standard Drawings
14. Reference Documents
With reference to the Drawings, the order of precedence shall be as follows:
1. Figures govern over scaled dimensions
2. Detail drawings govern over general drawings
3. Addenda or Change Order drawings govern over Contract Drawings
4. Contract Drawings govern over Standard Drawings
5. Contract Drawings govern over Shop Drawings
C. Conflicts in Contract Documents. Notwithstanding the orders of precedence
established above, in the event of conflicts, the higher standard, higher quality, and
most expensive shall always apply.
D. Organization of Contract Documents. Organization of the Contract Documents
into divisions, sections, and articles, and arrangement of drawings shall not control
61147.02100\20950242.3 -54- 00 72 13-GENERAL CONDITIONS
the Contractor in dividing Project Work among subcontractors or in establishing the
extent of Work to be performed by any trade.
ARTICLE 3. PRECONSTRUCTION AND CONSTRUCTION COMMUNICATION
Before any Work at the site is started, a conference attended by the City, Contractor, City's
Representative, and others as appropriate will be held to establish a working understanding
among the parties as to the Work and to discuss the schedules referred to herein, procedures
for handling Shop Drawings and other submittals, processing Applications for Payment, and
maintaining required records.
At this conference the City and Contractor each shall designate, in writing, a specific individual
to act as its authorized representative with respect to the services and responsibilities under the
Contract. Such individuals shall have the authority to transmit instructions, receive information,
render decisions relative to the Contract, and otherwise act on behalf of each respective party.
ARTICLE 4. CONTRACT DOCUMENTS: COPIES & MAINTENANCE
Contractor will be furnished, free of charge, five (5) copies of the Contract Documents.
Additional copies may be obtained at cost of reproduction.
Contractor shall maintain a clean, undamaged set of Contract Documents, including submittals,
at the Project site.
ARTICLE 5. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OF WORK
A. Examination of Contract Documents. Before commencing any portion of the
Work, Contractor shall again carefully examine all applicable Contract Documents,
the Project site, and other information given to Contractor as to materials and
methods of construction and other Project requirements. Contractor shall
immediately notify the Engineer of any potential error, inconsistency, ambiguity,
conflict, or lack of detail or explanation. If Contractor performs, permits, or causes
the performance of any Work which is in error, inconsistent or ambiguous, or not
sufficiently detailed or explained, Contractor shall bear any and all resulting costs,
including, without limitation, the cost of correction. In no case shall the Contractor or
any subcontractor proceed with Work if uncertain as to the applicable requirements.
B. Additional Instructions. After notification of any error, inconsistency, ambiguity,
conflict, or lack of detail or explanation, the Engineer will provide any required
additional instructions, by means of drawings or other written direction, necessary for
proper execution of Work.
C. Quality of Parts, Construction and Finish. All parts of the Work shall be of the
best quality of their respective kinds and the Contractor must use all diligence to
inform itself fully as to the required construction and finish.
D. Contractor's Variation from Contract Document Requirements. If it is found that
the Contractor has varied from the requirements of the Contract Documents
including the requirement to comply with all applicable laws, ordinances, rules and
regulations, the Engineer may at any time, before or after completion of the Work,
61147.02100\20950242.3 -55- 00 72 13-GENERAL CONDITIONS
order the improper Work removed, remade or replaced by the Contractor at the
Contractor's expense.
ARTICLE 6. MOBILIZATION
A. When a bid item is included in the Bid Form for mobilization, the costs of Work in
advance of construction operations and not directly attributable to any specific bid
item will be included in the progress estimate ("Initial Mobilization"). When no bid
item is provided for"Initial Mobilization," payment for such costs will be deemed to be
included in the other items of the Work.
B. Payment for Initial Mobilization based on the lump sum provided in the Bid Form,
which shall constitute full compensation for all such Work. No payment for Initial
Mobilization will be made until all of the listed items have been completed to the
satisfaction of the Engineer. The scope of the Work included under Initial
Mobilization shall include, but shall not be limited to, the following principal items:
1. Obtaining and paying for all bonds, insurance, and permits.
2. Moving on to the Project site of all Contractor's plant and equipment required for
the first month's operations.
3. Installing temporary construction power, wiring, and lighting facilities, as
applicable.
4. Establishing fire protection system, as applicable.
5. Developing and installing a construction water supply, if applicable.
6. Providing and maintaining the field office trailers for the Contractor, if necessary,
and the Engineer (if specified), complete, with all specified furnishings and utility
services.
7. Providing on-site sanitary facilities and potable water facilities as specified per
Cal-OSHA and these Contract Documents.
8. Furnishing, installing, and maintaining all storage buildings or sheds required for
temporary storage of products, equipment, or materials that have not yet been
installed in the Work. All such storage shall meet manufacturer's specified
storage requirements, and the specific provisions of the specifications, including
temperature and humidity control, if recommended by the manufacturer, and for
all security.
9. Arranging for and erection of Contractor's work and storage yard.
10. Posting all OSHA required notices and establishment of safety programs per Cal-
OSHA.
11. Full-time presence of Contractor's superintendent at the job site as required
herein.
61147.02100\20950242.3 -56- 00 72 13-GENERAL CONDITIONS
12. Submittal of Construction Schedule as required by the Contract Documents.
ARTICLE 7. EXISTENCE OF UTILITIES AT THE WORK SITE
A. The City has endeavored to determine the existence of utilities at the Project site
from the records of the owners of known utilities in the vicinity of the Project. The
positions of these utilities as derived from such records are shown on the Plans.
B. Unless indicated otherwise on the Plans and Specifications, no excavations were
made to verify the locations shown for underground utilities. The service connections
to these utilities are not shown on the Plans. Water service connections may be
shown on the Plans showing general locations of such connections. It shall be the
responsibility of the Contractor to determine the exact location of all service
connections. The Contractor shall make its own investigations, including exploratory
excavations, to determine the locations and type of service connections, prior to
commencing Work which could result in damage to such utilities. The Contractor
shall immediately notify the City in writing of any utility discovered in a different
position than shown on the Plans or which is not shown on the Plans.
C. If applicable, all water meters, water valves, fire hydrants, electrical utility vaults,
telephone vaults, gas utility valves, and other subsurface structures shall be
relocated or adjusted to final grade by the Contractor. Locations of existing utilities
shown on the Plans are approximate and may not be complete. The Contractor shall
be responsible for coordinating its Work with all utility companies during the
construction of the Work.
D. Notwithstanding the above, pursuant to section 4215 of the Government Code, the
City has the responsibility to identify, with reasonable accuracy, main or trunkline
facilities on the plans and specifications. In the event that main or trunkline utility
facilities are not identified with reasonable accuracy in the plans and specifications
made a part of the invitation for Bids, the City shall assume the responsibility for their
timely removal, relocation, or protection.
E. Contractor, except in an emergency, shall contact the appropriate regional
notification center, Southern California Underground Service Alert at 811 or 1-
800-227-2600 or on-line at www.digalert.org at least two working days prior to
commencing any excavation if the excavation will be performed in an area which is
known, or reasonably should be known, to contain subsurface installations other than
the underground facilities owned or operated by the City, and obtain an inquiry
identification number from that notification center. No excavation shall be
commenced or carried out by the Contractor unless such an inquiry identification
number has been assigned to the Contractor or any subcontractor of the Contractor
and the City has been given the identification number by the Contractor.
ARTICLE 8. SOILS INVESTIGATIONS
A. Reports and Drawings. The Special Conditions identify:
1. those reports known to the City of explorations and tests of subsurface conditions
at or contiguous to the site; and
61147.02100\20950242.3 -57- 00 72 13-GENERAL CONDITIONS
2. those drawings known to the City of physical conditions relating to existing
surface or subsurface structures at the site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized. Contractor may rely
upon the accuracy of the "technical data" contained in such reports and drawings,
which were expressly not created or obtained to evaluate or assist in the evaluation
of constructability, and are not Contract Documents. Contractor shall make its own
interpretation of the "technical data" and shall be solely responsible for any such
interpretations. Except for reliance on the accuracy of such "technical data,"
Contractor may not rely upon or make any claim against the City, City's
Representative, or Engineer of Record, or any of their officers, directors, members,
partners, employees, agents, consultants, or subcontractors, with respect to:
1. the completeness of such reports and drawings for Contractor's purposes,
including without limitation any aspects of the means, methods, techniques,
sequences, and procedures of construction to be employed by Contractor, and
safety precautions and programs incident thereto; or
2. other data, interpretations, opinions, conclusions and information contained in
such reports or shown or indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or
any such other data, interpretations, opinions, or information.
ARTICLE 9. CONTRACTOR'S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time
Project superintendent acceptable to the City. Superintendent must be able to proficiently
speak, read and write in English and shall have the authority to make decisions on behalf of the
Contractor. Contractor shall continuously provide efficient supervision of the Project.
ARTICLE 10. WORKERS
A. Contractor shall at all times enforce strict discipline and good order among its
employees. Contractor shall not employ on the Project any unfit person or any one
not skilled in the Work assigned to him or her.
B. Any person in the employ of the Contractor whom the City may deem incompetent or
unfit shall be dismissed from the Work and shall not be employed on this Project.
ARTICLE 11. INDEPENDENT CONTRACTORS
Contractor shall be an independent contractor for the City and not an employee. Contractor
understands and agrees that it and all of its employees shall not be considered officers,
employees, or agents of City and are not entitled to benefits of any kind normally provided
employees of City, including but not limited to, state unemployment compensation or workers'
compensation. Contractor assumes full responsibility for the acts and omissions of its
employees or agents related to the Work.
61147.02100\20950242.3 -58- 00 72 13-GENERAL CONDITIONS
ARTICLE 12. SUBCONTRACTS
A. Contractor agrees to bind every subcontractor to the terms of the Contract
Documents as far as such terms are applicable to subcontractor's portion of the
Work. Contractor shall be as fully responsible to the City for the acts and omissions
of its subcontractors and of persons either directly or indirectly employed by its
subcontractors, as Contractor is for acts and omissions of persons directly employed
by Contractor. Nothing contained in these Contract Documents shall create any
contractual relationship between any subcontractor and the City.
B. The City reserves the right to accept all subcontractors. The City's acceptance of
any subcontractor under this Contract shall not in any way relieve Contractor of its
obligations in the Contract Documents.
C. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must
comply with the requirements of the Subletting and Subcontracting Fair Practices Act
pursuant to California Public Contract Code section 4100 et seq.
ARTICLE 13. VERIFICATION OF EMPLOYMENT ELIGIBILITY
By executing this Contract, Contractor verifies that it fully complies with all requirements and
restrictions of state and federal law respecting the employment of undocumented aliens,
including, but not limited to, the Immigration Reform and Control Act of 1986, as may be
amended from time to time, and shall require all subcontractors, sub-subcontractors and
consultants to comply with the same. Each person executing this Contract on behalf of
Contractor verifies that he or she is a duly authorized officer of Contractor and that any of the
following shall be grounds for the City to terminate the Contract for cause: (1) failure of the
Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the
requirements provided for in this Article; (2) any misrepresentation or material omission
concerning compliance with such requirements; or (3) failure to immediately remove from the
Work any person found not to be in compliance with such requirements.
ARTICLE 14. REQUESTS FOR SUBSTITUTION
A. For the purposes of this provision, the term "substitution" shall mean the substitution
of any material, method or service substantially equal to or better in every respect to
that indicated in the Standard Specifications or otherwise referenced herein.
B. Pursuant to Public Contract Code section 3400(b), the City may make a finding that
is described in the Notice Inviting Bids that designates certain products, things, or
services by specific brand or trade name.
C. Unless specifically designated in the Special Conditions, whenever any material,
process, or article is indicated or specified by grade, patent, or proprietary name or
by name of manufacturer, such specifications shall be deemed to be used for the
purpose of facilitating the description of the material, process, or article desired and
shall be deemed to be followed by the words "or equal." Contractor may, unless
otherwise stated, offer for substitution any material, process, or article which may be
substantially equal to or better in every respect to that so indicated or specified in the
Contract Documents. However, the City has adopted uniform standards for certain
materials, processes, and articles.
61147.02100\20950242.3 -59- 00 72 13-GENERAL CONDITIONS
D. The Contractor shall submit substitution requests, together with substantiating data,
for substitution of any "or equal" material, process, or article no later than thirty-five
(35) calendar days after award of Contract. Provisions regarding submission of
substitution requests shall not in any way authorize an extension of time for the
performance of this Contract. If a substitution request is rejected by the City, the
Contractor shall provide the material, method or service specified herein. The City
shall not be responsible for any costs incurred by the Contractor associated with
substitution requests. The burden of proof as to the equality of any material,
process, or article shall rest with the Contractor. The Engineer has the complete and
sole discretion to determine if a material, process, or article is substantially equal to
or better than that specified and to approve or reject all substitution requests.
E. Substantiating data as described above shall include, at a minimum, the following
information:
1. A signed affidavit from the Contractor stating that the material, process, or article
proposed as a substitution is substantially equal to or better than that specified in
every way except as may be listed on the affidavit.
2. Illustrations, specifications, catalog cut sheets, and any other relevant data
required to prove that the material, process, or article is substantially equal to or
better than that specified.
3. A statement of the cost implications of the substitution being requested,
indicating whether and why the proposed substitution will reduce or increase the
amount of the contract.
4. Information detailing the durability and lifecycle costs of the proposed
substitution.
F. Failure to submit all the required substantiating data detailed above in a timely
manner so that the substitution request can be adequately reviewed may result in
rejection of the substitution request. The Engineer is not obligated to review multiple
submittals related the same substitution request resulting from the Contractor's
failure to initially submit a complete package.
G. Time limitations within this Article shall be strictly complied with and in no case will
an extension of time for completion of the contract be granted because of
Contractor's failure to provide substitution requests at the time and in the manner
described herein.
H. The Contractor shall bear the costs of all City work associated with the review of
substitution requests.
I. If substitution requests approved by the Engineer require that Contractor furnish
materials, methods or services more expensive than that specified, the increased
costs shall be borne by Contractor.
61147.02100\20950242.3 -60- 00 72 13-GENERAL CONDITIONS
ARTICLE 15. SHOP DRAWINGS
A. Contractor shall check and verify all field measurements and shall submit with such
promptness as to provide adequate time for review and cause no delay in its own
Work or in that of any other contractor, subcontractor, or worker on the Project, six
(6) copies of all shop drawings, calculations, schedules, and materials list, and all
other provisions required by the Contract Documents. Contractor shall sign all
submittals affirming that submittals have been reviewed and approved by Contractor
prior to submission to Engineer. Each signed submittal shall affirm that the submittal
meets all the requirements of the Contract Documents except as specifically and
clearly noted and listed on the transmittal letter of the submittal.
B. Contractor shall make any corrections required by the Engineer, and file with the
Engineer six (6) corrected copies each, and furnish such other copies as may be
needed for completion of the Work. Engineer's acceptance of shop drawings shall
not relieve Contractor from responsibility for deviations from the Contract Documents
unless Contractor has, in writing, called Engineer's attention to such deviations at
time of submission and has secured the Engineer's written acceptance. Engineer's
acceptance of shop drawings shall not relieve Contractor from responsibility for
errors in shop drawings.
ARTICLE 16. SUBMITTALS
A. Contractor shall furnish to the Engineer for approval, prior to purchasing or
commencing any Work, a log of all samples, material lists and certifications, mix
designs, schedules, and other submittals, as required in the Contract Documents.
The log shall indicate whether samples will be provided in accordance with other
provisions of this Contract.
B. Contractor will provide samples and submittals, together with catalogs and
supporting data required by the Engineer, to the Engineer within a reasonable time
period to provide for adequate review and avoid delays in the Work.
C. These requirements shall not authorize any extension of time for performance of this
Contract. Engineer will check and approve such samples, but only for conformance
with design concept of work and for compliance with information given in the
Contract Documents. Work shall be in accordance with approved samples and
submittals.
ARTICLE 17. MATERIALS
A. Except as otherwise specifically stated in the Contract Documents, Contractor shall
provide and pay for all materials, labor, tools, equipment, lights, power,
transportation, superintendence, temporary constructions of every nature, and all
other services and facilities of every nature whatsoever necessary to execute and
complete this Contract within specified time.
B. Unless otherwise specified, all materials shall be new and the best of their respective
kinds and grades as noted and/or specified, and workmanship shall be of good
quality.
61147.02100\20950242.3 -61- 00 72 13-GENERAL CONDITIONS
C. Materials shall be furnished in ample quantities and at such times as to ensure
uninterrupted progress of the Work and shall be stored properly and protected as
required by the Contract Documents. Contractor shall be entirely responsible for
damage or loss by weather or other causes to materials or Work.
D. No materials, supplies, or equipment for Work under this Contract shall be
purchased subject to any chattel mortgage or under a conditional sale or other
agreement by which an interest therein or in any part thereof is retained by the seller
or supplier. Contractor warrants good title to all material, supplies, and equipment
installed or incorporated in the Work and agrees upon completion of all work to
deliver the Project, to the City free from any claims, liens, or charges.
E. Materials shall be stored on the Project site in such manner so as not to interfere
with any operations of the City or any independent contractor.
F. Contractor shall verify all measurements, dimensions, elevations, and quantities
before ordering any materials or performing any Work, and the City shall not be liable
for Contractor's failure to so. No additional compensation, over and above payment
for the actual quantities at the prices set out in the Bid Form, will be allowed because
of differences between actual measurements, dimension, elevations and quantities
and those indicated on the Plans and in the Specifications. Any difference therein
shall be submitted to the Engineer for consideration before proceeding with the
Work.
ARTICLE 18. PERMITS AND LICENSES
A. City will apply and pay for the review of necessary encroachment permits for Work
within the public rights-of-way. Contractor shall obtain all other necessary permits
and licenses for the construction of the Project, including encroachment permits, and
shall pay all fees required by law and shall comply with all laws, ordinances, rules
and regulations relating to the Work and to the preservation of public health and
safety. Before acceptance of the Project, the Contractor shall submit all licenses,
permits, certificates of inspection and required approvals to the City.
B. The Bid Form contains an allowance for the Contractor's cost of acquiring traffic
control permits and for construction inspection fees that may be charged to the
Contractor by the Agency of Jurisdiction. The allowance is included within the Bid
Form to eliminate the need by bidders to research or estimate the costs of traffic
control permits and construction inspection fees prior to submitting a bid. The
allowance is specifically intended to account for the costs of traffic control permits
and construction inspection fees charged by the local Agency of Jurisdiction only.
No other costs payable by Contractor to the Agency of Jurisdiction are included
within the allowance. Payment by City to Contractor under the Permit and Inspection
Allowance Bid Item shall be made based on actual cost receipts only and in
accordance with the provisions of these specifications.
ARTICLE 19. TRENCHES
A. Trenches Five Feet or More in Depth. Contractor shall submit to the Engineer at
the preconstruction meeting, a detailed plan showing the design of shoring, bracing,
sloping or other provisions to be made for worker protection from hazards of caving
61147.02100\20950242.3 _62_ 00 72 13-GENERAL CONDITIONS
ground during the excavation of any trench or trenches five feet or more in depth. If
such plan varies from shoring system standards established by the Construction
Safety Orders of the California Code of Regulations, Department of Industrial
Relations, the plan shall be prepared by a California registered civil or structural
engineer. The plan shall not be less effective than the shoring, bracing, sloping, or
other provisions of the Construction Safety Orders, as defined in the California Code
of Regulations. The Contractor shall designate in writing the "competent person" as
defined in Title 8, California Code of Regulations, who shall be present at the Work
Site each day that trenching/excavation is in progress. The "competent person" shall
prepare and provide daily trenching/excavation inspection reports to the Engineer.
Contractor shall also submit a copy of its annual California Occupational Safety and
Health Administration (Cal/OSHA) trench/excavation permit.
B. Excavations Deeper than Four Feet. If the Work involves excavating trenches or
other excavations that extend deeper than four feet below the surface, Contractor
shall promptly, and before the excavation is further disturbed, notify the City in writing
of any of the following conditions:
1. Material that the Contractor believes may be material that is hazardous waste, as
defined in section 25117 of the Health and Safety Code, that is required to be
removed to a Class I, Class II, or Class III disposal site in accordance with
provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different
materially from those ordinarily encountered and generally recognized as
inherent in work of the character provided for in the Contract
The City shall promptly investigate the conditions, and if it finds that the conditions do
so materially differ, or do involve hazardous waste, and cause a decrease or
increase in Contractor's cost of, or the time required for, performance of any part of
the Work, shall issue a change order under the procedures described in the Contract
Documents.
In the event that a dispute arises between the City and the Contractor as to whether
the conditions materially differ, or involve hazardous waste, or cause a decrease or
increase in the Contractor's cost of, or time required for, performance of any part of
the Work, the Contractor shall not be excused from any scheduled completion date
provided for by the Contract, but shall proceed with all Work to be performed under
the Contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the parties.
ARTICLE 20. TRAFFIC CONTROL
A. Traffic control plan(s) for the Work may be required by the Agency(s) of Jurisdiction.
Traffic control plans, if required, shall be prepared at Contractor's expense, and
traffic control shall be performed at Contractor's expense in accordance with the
requirements of the Agency(s) of Jurisdiction. The Permit and Inspection Allowance
included within the Bid Form includes the cost of required traffic control permit(s) and
construction inspection by the Agency(s) of Jurisdiction only. The Permit and
61147.02100\20950242.3 _63_ 00 72 13-GENERAL CONDITIONS
Inspection Allowance does not include costs for preparation of any required traffic
control plans, implementation of any traffic control requirements or for any traffic
signal services that may be required. Costs for traffic control plans, implementation
of traffic control, or traffic signal services required by the Agency(s) of Jurisdiction
shall be included in the Contractor's Bid.
B. All warning signs and safety devices used by the Contractor to perform the Work
shall conform to the requirements contained in the State of California, Department of
Transportation's current edition of "Manual of Traffic Controls for Construction and
Maintenance Work Zones" or to the requirements of the local agency. The Contractor
shall also be responsible for all traffic control required by the agency having
jurisdiction over the project on the intersecting streets. Contractor must submit a
traffic control plan to the agency having jurisdiction over the project for approval prior
to starting work.
C. The Contractor's representative on the site responsible for traffic control shall
produce evidence that he/she has completed training acceptable to the California
Department of Transportation for safety through construction zones. All of the streets
in which the Work will occur shall remain open to traffic and one lane of traffic
maintained at all times unless otherwise directed by the agency of jurisdiction.
Businesses and residences adjacent to the Work shall be notified forty-eight (48)
hours in advance of closing of driveways. The Contractor shall make every effort to
minimize the amount of public parking temporarily eliminated due to construction in
areas fronting businesses. No stockpiles of pipe or other material will be allowed in
traveled right-of-ways after working hours unless otherwise approved by the
Engineer.
ARTICLE 21. DIVERSION OF RECYCLABLE WASTE MATERIALS
In compliance with the applicable City's waste reduction and recycling efforts, Contractor shall
divert all Recyclable Waste Materials to appropriate recycling centers as required for
compliance with the local jurisdiction's waste diversion ordinances. Contractor will be required
to submit weight tickets and written proof of diversion with its monthly progress payment
requests. Contractor shall complete and execute any certification forms required by City or
other applicable agencies to document Contractor's compliance with these diversion
requirements. All costs incurred for these waste diversion efforts shall be the responsibility of
the Contractor.
ARTICLE 22. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB)
or other toxic wastes and hazardous materials which have not been rendered harmless at the
Project site, the Contractor shall immediately stop work at the affected Project site and shall
report the condition to the City in writing. The City shall contract for any services required to
directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required
by the Project site(s), and shall not require the Contractor to subcontract for such services. The
Work in the affected area shall not thereafter be resumed except by written agreement of the
City and Contractor.
61147.02100\20950242.3 _64._ 00 72 13-GENERAL CONDITIONS
ARTICLE 23. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings and hand washing facilities for the
use of all workers. All toilets and hand washing facilities shall comply with local codes and
ordinances. Toilets shall be kept supplied with toilet paper and shall have workable door
fasteners. Toilets and hand washing facilities shall be serviced no less than once weekly and
shall be present in a quantity of not less than 1 per 20 workers as required by Cal/OSHA
regulations. The toilets and hand washing facilities shall be maintained in a sanitary condition at
all times. Use of toilet and hand washing facilities in the Work under construction shall not be
permitted. Any other Sanitary Facilities required by Cal/OSHA shall be the responsibility of the
Contractor.
ARTICLE 24. AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes,
including, but not limited to, those required by the South Coast Air Quality Management District.
All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to
indicate that the contents fully comply with the applicable material requirements.
ARTICLE 25. LAYOUT AND FIELD ENGINEERING
All field engineering required for laying out the Work and establishing grades for earthwork
operations shall be furnished by the Contractor at its expense.
ARTICLE 26. TESTS AND INSPECTIONS
A. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or
public authority requires any part of the Work to be tested or Approved, Contractor
shall provide the Engineer at least two (2) working days' notice of its readiness for
observation or inspection. If inspection is by a public authority other than the City,
Contractor shall promptly inform the City of the date fixed for such inspection.
Required certificates of inspection (or similar) shall be secured by Contractor. Costs
for City testing and City inspection shall be paid by the City. Costs of tests for Work
found not to be in compliance shall be paid by the Contractor.
B. If any Work is done or covered up without the required testing or approval, the
Contractor shall uncover or deconstruct the Work, and the Work shall be redone after
completion of the testing at the Contractor's cost in compliance with the Contract
Documents.
C. Where inspection and testing are to be conducted by an independent laboratory or
agency, materials or samples of materials to be inspected or tested shall be selected
by such laboratory or agency, or by the City, and not by Contractor. All tests or
inspections of materials shall be made in accordance with the commonly recognized
standards of national organizations.
D. In advance of manufacture of materials to be supplied by Contractor which must be
tested or inspected, Contractor shall notify the City so that the City may arrange for
testing at the source of supply. Any materials which have not satisfactorily passed
such testing and inspection shall not be incorporated into the Work.
61147.02100\20950242.3 _65_ 00 72 13-GENERAL CONDITIONS
E. If the manufacture of materials to be inspected or tested will occur in a plant or
location greater than sixty (60) miles from the City, the Contractor shall pay for any
excessive or unusual costs associated with such testing or inspection, including but
not limited to excessive travel time, standby time and required lodging.
F. Reexamination of Work may be ordered by the City. If so ordered, Work must be
uncovered or deconstructed by Contractor. If Work is found to be in accordance with
the Contract Documents, the City shall pay the costs of reexamination and
reconstruction. If such work is found not to be in accordance with the Contract
Documents, Contractor shall pay all costs.
ARTICLE 27. PROTECTION OF WORK AND PROPERTY
A. The Contractor shall be responsible for all damages to persons or property that
occurs as a result of the Work. Contractor shall be responsible for the proper care
and protection of all materials delivered and Work performed until completion and
final Acceptance by the City. All Work shall be solely at the Contractor's risk.
Contractor shall adequately protect adjacent property from settlement or loss of
lateral support as necessary. Contractor shall comply with all applicable safety laws
and building codes to prevent accidents or injury to persons on, about, or adjacent to
the Project site where Work is being performed. Contractor shall erect and properly
maintain at all times, as required by field conditions and progress of work, all
necessary safeguards, signs, barriers, lights, and watchmen for protection of workers
and the public, and shall post danger signs warning against hazards created in the
course of construction.
B. In an emergency affecting safety of life or of work or of adjoining property,
Contractor, without special instruction or authorization from the Engineer, is hereby
permitted to act to prevent such threatened loss or injury; and Contractor shall so
act, without appeal, if so authorized or instructed by the Engineer or the City. Any
compensation claimed by Contractor on account of emergency work shall be
determined by and agreed upon by the City and the Contractor.
ARTICLE 28. CONTRACTOR'S MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to perform the Work. In no
case shall the Contractor's means and methods deviate from commonly used industry
standards.
ARTICLE 29. AUTHORIZED REPRESENTATIVES
The City shall designate representatives, who shall have the right to be present at the Project
site at all times. The City may designate an inspector who shall have the right to observe all of
the Contractor's Work. The inspector shall not be responsible for the Contractor's failure to
carry out the Work in accordance with the Contract Documents. Contractor shall provide safe
and proper facilities for such access.
ARTICLE 30. HOURS OF WORK
A. As provided in Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2
of the Labor Code, Contractor stipulates that eight (8) hours of labor shall constitute
61147.02100\20950242.3 _66_ 00 72 13-GENERAL CONDITIONS
a legal day's work. The time of service of any worker employed at any time by the
Contractor or by any subcontractor on any subcontract under this Contract upon the
Work or upon any part of the Work contemplated by this Contract is limited and
restricted to eight (8) hours during any one calendar day and 40 hours during any
one calendar week, except as hereinafter provided. Notwithstanding the provisions
herein above set forth, work performed by employees of Contractor in excess of
eight (8) hours per day, and 40 hours during any one week, shall be permitted upon
this public work upon compensation for all hours worked in excess of eight (8) hours
per day at not less than one and one-half times the basic rate of pay.
B. The Contractor and every subcontractor shall keep an accurate record showing the
name of and actual hours worked each calendar day and each calendar week by
each worker employed in connection with the Work or any part of the Work
contemplated by this Contract. The record shall be kept open at all reasonable
hours to the inspection of the City and to the Division of Labor Law Enforcement,
Department of Industrial Relations of the State of California.
C. The Contractor shall pay to the City a penalty of twenty-five dollars ($25.00) for each
worker employed in the execution of this Contract by the Contractor or by any
subcontractor for each calendar day during which such worker is required or
permitted to work more than eight (8) hours in any calendar day and 40 hours in any
one calendar week in violation of the provisions of Article 3 (commencing at section
1810), Chapter 1, Part 7, Division 2 of the Labor Code.
D. Any work necessary to be performed after regular working hours, or on Saturdays
and Sundays or other holidays, shall be performed without additional expense to the
City.
E. City will provide inspection during normal working hours from 7:00 a.m. to 3:30 p.m.
Monday through Friday. Inspection before or after this time will be charged to the
Contractor as reimbursable inspection time. Inspections on weekends requires two
days' notice for review and approval. Upon written request and approval the 8.5 hour
working day may be changed to other limits subject to city/county ordinance.
F. It shall be unlawful for any person to operate, permit, use, or cause to operate any of
the following at the Project site, other than between the hours of 7:00 a.m. to 5:00
p.m., Monday through Friday, with no Work allowed on the City-observed holidays,
unless otherwise approved by the City:
1. Powered Vehicles
2. Construction Equipment
3. Loading and Unloading Vehicles
4. Domestic Power Tools
ARTICLE 31. PAYROLL RECORDS
A. Pursuant to Labor Code section 1776, Contractor and all subcontractors shall
maintain weekly certified payroll records, showing the names, addresses, Social
61147.02100\20950242.3 -67- 00 72 13-GENERAL CONDITIONS
Security numbers, work classifications, straight time and overtime hours worked
each day and week, and the actual per diem wages paid to each journeyman,
apprentice, worker, or other employee employed by them in connection with the
Work under this Contract. Contractor shall certify under penalty of perjury that
records maintained and submitted by Contractor are true and accurate. Contractor
shall also require subcontractor(s) to certify weekly payroll records under penalty of
perjury.
B. In accordance with Labor Code section 1771.4, the Contractor and each
subcontractor shall furnish the certified payroll records directly to the Department of
Industrial Relations ("DIR") on the specified interval and format prescribed by the
DIR, which may include electronic submission. Contractor shall comply with all
requirements and regulations from the DIR relating to labor compliance monitoring
and enforcement.
C. The payroll records described herein shall be certified and submitted by the
Contractor at a time designated by the City. The Contractor shall also provide the
following:
1. A certified copy of the employee's payroll records shall be made available for
inspection or furnished to such employee or his or her authorized representative
on request.
2. A certified copy of all payroll records described herein shall be made available for
inspection or furnished upon request of the DIR.
D. Unless submitted electronically, the certified payroll records shall be on forms
provided by the Division of Labor Standards Enforcement ("DLSE") of the DIR or
shall contain the same information as the forms provided by the DLSE.
E. Any copy of records made available for inspection as copies and furnished upon
request to the public or any public agency, the City, the Division of Apprenticeship
Standards or the Division of Labor Standards Enforcement shall be marked or
obliterated in such a manner as to prevent disclosure of an individual's name,
address and social security number. The name and address of the Contractor
awarded the Contract or performing the contract shall not be marked or obliterated.
F. In the event of noncompliance with the requirements of this Article, the Contractor
shall have ten (10) calendar days in which to comply subsequent to receipt of written
notice specifying in what respects the Contractor must comply with this Article.
Should noncompliance still be evident after such 10-day period, the Contractor shall
pay a penalty of one hundred dollars ($100.00) to the City for each calendar day, or
portion thereof, for each worker, until strict compliance is effectuated. Upon the
request of the Division of Apprenticeship Standards or the Division of Labor
Standards Enforcement, such penalties shall be withheld from progress payment
then due.
G. The responsibility for compliance with this Article shall rest upon the Contractor.
61147.02100\20950242.3 -68- 00 72 13-GENERAL CONDITIONS
ARTICLE 32. PREVAILING RATES OF WAGES
A. The Contractor is aware of the requirements of Labor Code sections 1720 et seq.
and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et
seq. ("Prevailing Wage Laws"), which require the payment of prevailing wage rates
and the performance of other requirements on certain "public works" and
"maintenance" projects. Since this Project involves an applicable "public works" or
"maintenance" project, as defined by the Prevailing Wage Laws, and since the total
compensation is $1,000 or more, Contractor agrees to fully comply with such
Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of
per diem wages at the commencement of this Contract from the website of the
Division of Labor Statistics and Research of the Department of Industrial Relations
located at www.dir.ca.gov. In the alternative, the Contractor may view a copy of the
prevailing rate of per diem wages which are on file at the City's Administration Office
and shall be made available to interested parties upon request. Contractor shall
make copies of the prevailing rates of per diem wages for each craft, classification,
or type of worker needed to perform work on the Project available to interested
parties upon request, and shall post copies at the Contractor's principal place of
business and at the Project site. Contractor shall defend, indemnify and hold the
City, its officials, officers, employees and authorized volunteers free and harmless
from any claims, liabilities, costs, penalties or interest arising out of any failure or
allege failure to comply with the Prevailing Wage Laws.
B. The Contractor shall forfeit as a penalty to the City not more than Two Hundred
Dollars ($200.00), pursuant to Labor Code section 1775, for each calendar day, or
portion thereof, for each worker paid less than the prevailing wage rate as
determined by the Director of the Department of Industrial Relations for such work or
craft in which such worker is employed for any public work done under the Contract
by it or by any subcontractor under it. The difference between such prevailing wage
rate and the amount paid to each worker for each calendar day or portion thereof, for
which each worker was paid less than the prevailing wage rate, shall be paid to each
worker by the Contractor.
C. Contractor shall post, at appropriate conspicuous points on the Project site, a
schedule showing all determined general prevailing wage rates and all authorized
deductions, if any, from unpaid wages actually earned.
ARTICLE 33. PUBLIC WORKS CONTRACTOR REGISTRATION
Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors
must be registered with the Department of Industrial Relations prior to the execution of a
contract to perform public works. By entering into this Contract, Contractor represents that it is
aware of the registration requirement and is currently registered with the DIR. Contractor shall
maintain a current registration for the duration of the Project. Contractor shall further include the
requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all
subcontractors are registered at the time this Contract is entered into and maintain registration
for the duration of the Project.
61147.02100\20950242.3 _69_ 00 72 13-GENERAL CONDITIONS
ARTICLE 34. EMPLOYMENT OF APPRENTICES
A. Contractor and all subcontractors shall comply with the requirements of Labor Code
sections 1777.5 and 1777.6 in the employment of apprentices.
B. Information relative to apprenticeship standards, wage schedules, and other
requirements may be obtained from the Director of Industrial Relations, ex officio the
Administrator of Apprenticeship, San Francisco, California, or from the Division of
Apprenticeship Standards and its branch offices.
C. Knowing violations of Labor Code section 1777.5 will result in forfeiture not to exceed
one hundred dollars ($100.00) for each calendar day of non-compliance pursuant to
Labor Code section 1777.7.
D. The responsibility for compliance with this Article shall rest upon the Contractor.
ARTICLE 35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY
Pursuant to Labor Code section 1735 and other applicable provisions of law, the Contractor and
its subcontractors shall not discriminate against any employee or applicant for employment
because of race, religious creed, color, national origin, ancestry, physical disability, mental
disability, medical condition, marital status, sex, age, sexual orientation, or any other
classifications protected by law on this Project. The Contractor will take affirmative action to
insure that employees are treated during employment or training without regard to their race,
religious creed, color, national origin, ancestry, physical disability, mental disability, medical
condition, marital status, sex, age, sexual orientation, or any other classifications protected by
law.
Employment Eligibility; Contractor. By executing this Contract, Contractor verifies that it fully
complies with all requirements and restrictions of state and federal law respecting the
employment of undocumented aliens, including, but not limited to, the Immigration Reform and
Control Act of 1986, as may be amended from time to time. Such requirements and restrictions
include, but are not limited to, examination and retention of documentation confirming the
identity and immigration status of each employee of the Contractor. Contractor also verifies that
it has not committed a violation of any such law within the five (5) years immediately preceding
the date of execution of this Contract, and shall not violate any such law at any time during the
term of the Contract. Contractor shall avoid any violation of any such law during the term of this
Contract by participating in an electronic verification of work authorization program operated by
the United States Department of Homeland Security, by participating in an equivalent federal
work authorization program operated by the United States Department of Homeland Security to
verify information of newly hired employees, or by some other legally acceptable method.
Contractor shall maintain records of each such verification, and shall make them available to the
City or its representatives for inspection and copy at any time during normal business hours.
The City shall not be responsible for any costs or expenses related to Contractor's compliance
with the requirements provided for or referred to herein.
Employment Eligibility; Subcontractors. Sub-subcontractors and Consultants. To the same
extent and under the same conditions as Contractor, Contractor shall require all of its
subcontractors, sub-subcontractors and consultants performing any part of the Work or of this
Contract to make the same verifications and comply with all requirements and restrictions
provided for herein.
61147.02100\20950242.3 -70- 00 72 13-GENERAL CONDITIONS
Employment Eligibility; Failure to Comply. Each person executing this Contract on behalf of
Contractor verifies that he or she is a duly authorized officer of Contractor, and understands that
any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure
of Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the
requirements provided for herein; (2) any misrepresentation or material omission concerning
compliance with such requirements; or (3) failure to immediately remove from the Work any
person found not to be in compliance with such requirements.
ARTICLE 36. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
Contractors or subcontractors may not perform work on a public works project with a
subcontractor who is ineligible to perform work on a public project pursuant to Labor Code
section 1777.1 or 1777.7. Any contract on a public works project entered into between a
contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor
may not receive any public money for performing work as a subcontractor on a public works
contract. Any public money that is paid, or may have been paid to a debarred subcontractor by
a contractor on the project shall be returned to the City. The Contractor shall be responsible for
the payment of wages to workers of a debarred subcontractor who has been allowed to work on
the project.
ARTICLE 37. LABOR/EMPLOYMENT SAFETY
The Contractor shall comply with all applicable laws and regulations of the federal, state, and
local government, including Cal/OSHA requirements and requirements for verification of
employees' legal right to work in the United States.
The Contractor shall maintain emergency first aid treatment for his employees which complies
with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and
California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial
Relations, Chapter 4. The Contractor shall ensure the availability of emergency medical
services for its employees in accordance with California Code of Regulations, Title 8, Section
1512.
The Contractor shall submit the Illness and Injury Prevention Program and a Project site specific
safety program to the City prior to beginning Work at the Project site. Contractor shall maintain
a confined space program that meets or exceeds the City Standards. Contractor shall adhere to
the City's lock out tag out program.
ARTICLE 38. INSURANCE
The Contractor shall obtain, and at all times during performance of the Work of Contract,
maintain all of the insurance described in this Article. Contractor shall not commence Work
under this Contract until it has provided evidence satisfactory to the City that it has secured all
insurance required hereunder. Contractor shall not allow any subcontractor to commence work
on any subcontract until it has provided evidence satisfactory to the City that the subcontractor
has secured all insurance required under this Article. Failure to provide and maintain all
required insurance shall be grounds for the City to terminate this Contract for cause. Contractor
shall furnish City with original certificates of insurance and endorsements effective coverage
required by this Contract on forms satisfactory to the City. The certificates and endorsements
for each insurance policy shall be signed by a person authorized by that insurer to bind
61147.02100\20950242.3 -71- 00 72 13-GENERAL CONDITIONS
coverage on its behalf, and shall be on forms acceptable to the City. All certificates and
endorsements must be received and approved by the City before Work commences.
A. Additional Insureds; Waiver of Subrogation. The City, its officials, officers,
employees, agents and authorized volunteers shall be named as Additional Insureds
on Contractor's All Risk policy and on Contractor's and its subcontractors' policies of
Commercial General Liability and Automobile Liability insurance using, for
Contractor's policy/ies of Commercial General Liability insurance, ISO CG forms 20
10 and 20 37 (or endorsements providing the exact same coverage, including
completed operations), and, for subcontractors' policies of Commercial General
Liability insurance, ISO CG form 20 38 (or endorsements providing the exact same
coverage). Notwithstanding the minimum limits set forth in this Contract for any type
of insurance coverage, all available insurance proceeds in excess of the specified
minimum limits of coverage shall be available to the parties required to be named as
Additional Insureds hereunder. Contractor and its insurance carriers shall provide a
Waiver of Subrogation in favor of those parties.
B. Workers' Compensation Insurance. The Contractor shall provide workers'
compensation insurance for all of the employees engaged in Work under this
Contract, on or at the Site, and, in case of any sublet Work, the Contractor shall
require the subcontractor similarly to provide workers' compensation insurance for all
the latter's employees as prescribed by State law. Any class of employee or
employees not covered by a subcontractor's insurance shall be covered by the
Contractor's insurance. In case any class of employees engaged in work under this
Contract, on or at the Site, is not protected under the Workers' Compensation
Statutes, the Contractor shall provide or shall cause a subcontractor to provide,
adequate insurance coverage for the protection of such employees not otherwise
protected. The Contractor is required to secure payment of compensation to his
employees in accordance with the provisions of section 3700 of the Labor Code.
The Contractor shall file with the City certificates of his insurance protecting workers.
Company or companies providing insurance coverage shall be acceptable to the
City, if in the form and coverage as set forth in the Contract Documents.
C. Employer's Liability Insurance. Contractor shall provide Employer's Liability
Insurance, including Occupational Disease, in the amount of at least one million
dollars ($1,000,000.00) per person per accident. Contractor shall provide City with a
certificate of Employer's Liability Insurance. Such insurance shall comply with the
provisions of the Contract Documents. The policy shall be endorsed, if applicable, to
provide a Borrowed Servant/Alternate Employer Endorsement and contain a Waiver
of Subrogation in favor of the City.
D. Commercial General Liability Insurance. Contractor shall provide "occurrence"
form Commercial General Liability insurance coverage at least as broad as the most
current ISO CGL Form 00 01, including but not limited to, premises liability,
contractual liability, products/completed operations, personal and advertising injury
which may arise from or out of Contractor's operations, use, and management of the
Site, or the performance of its obligations hereunder. The policy shall not contain
any exclusion contrary to this Contract including but not limited to endorsements or
provisions limiting coverage for (1) contractual liability (including but not limited to
ISO CG 24 26 or 21 39); or (2) cross-liability for claims or suits against one insured
against another. Policy limits shall not be less than $1,000,000 per occurrence for
61147.02100\20950242.3 -72- 00 72 13-GENERAL CONDITIONS
bodily injury, personal injury and property damage. If Commercial General Liability
Insurance or other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this project/location or the general aggregate
limit shall be twice the required occurrence limit. Defense costs shall be paid in
addition to the limits.
1. Such policy shall comply with all the requirements of this Article. The limits set
forth herein shall apply separately to each insured against whom claims are
made or suits are brought, except with respect to the limits of liability. Further the
limits set forth herein shall not be construed to relieve the Contractor from liability
in excess of such coverage, nor shall it limit Contractor's indemnification
obligations to the City, and shall not preclude the City from taking such other
actions available to the City under other provisions of the Contract Documents or
law.
2. All general liability policies provided pursuant to the provisions of this Article shall
comply with the provisions of the Contract Documents.
3. All general liability policies shall be written to apply to all bodily injury, including
death, property damage, personal injury, owned and non-owned equipment,
blanket contractual liability, completed operations liability, explosion, collapse,
under-ground excavation, removal of lateral support, and other covered loss,
however occasioned, occurring during the policy term, and shall specifically
insure the performance by Contractor of that part of the indemnification contained
in these General Conditions relating to liability for injury to or death of persons
and damage to property.
4. If the coverage contains one or more aggregate limits, a minimum of 50% of any
such aggregate limit must remain available at all times; if over 50% of any
aggregate limit has been paid or reserved, the City may require additional
coverage to be purchased by Contractor to restore the required limits. Contractor
may combine primary, umbrella, and as broad as possible excess liability
coverage to achieve the total limits indicated above. Any umbrella or excess
liability policy shall include the additional insured endorsement described in the
Contract Documents.
5. All policies of general liability insurance shall permit and Contractor does hereby
waive any right of subrogation which any insurer of Contractor may acquire from
Contractor by virtue of the payment of any loss.
E. Automobile Liability Insurance. Contractor shall provide "occurrence" form
Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) in the
amount of, at least, one million dollars ($1,000,000) per accident for bodily injury and
property damage. Such insurance shall provide coverage with respect to the
ownership, operation, maintenance, use, loading or unloading of any auto owned,
leased, hired or borrowed by Contractor or for which Contractor is responsible, in a
form and with insurance companies acceptable to the City. All policies of automobile
insurance shall permit and Contractor does hereby waive any right of subrogation
which any insurer of Contractor may acquire from Contractor by virtue of the
payment of any loss.
61147.02100\20950242.3 _73_ 00 72 13-GENERAL CONDITIONS
F. Deleted.
G. Deleted.
H. Contractor shall require all tiers of sub-contractors working under this Contract to
provide the insurance required under this Article unless otherwise agreed to in
writing by City. Contractor shall make certain that any and all subcontractors hired
by Contractor are insured in accordance with this Contract. If any subcontractor's
coverage does not comply with the foregoing provisions, Contractor shall indemnify
and hold the City harmless from any damage, loss, cost, or expense, including
attorneys' fees, incurred by the City as a result thereof.
ARTICLE 39. FORM AND PROOF OF CARRIAGE OF INSURANCE
A. Any insurance carrier providing insurance coverage required by the Contract
Documents shall be admitted to and authorized to do business in the State of
California unless waived, in writing, by the City's Risk Manager. Carrier(s) shall have
an A.M. Best rating of not less than an A:VII. Insurance deductibles or self-insured
retentions must be declared by the Contractor. At the election of the City the
Contractor shall either 1) reduce or eliminate such deductibles or self-insured
retentions, or 2) procure a bond which guarantees payment of losses and related
investigations, claims administration, and defense costs and expenses. If umbrella
or excess liability coverage is used to meet any required limit(s) specified herein, the
Contractor shall provide a "follow form" endorsement satisfactory to the City
indicating that such coverage is subject to the same terms and conditions as the
underlying liability policy.
B. Each insurance policy required by this Contract shall be endorsed to state that: (1)
coverage shall not be suspended, voided, reduced or cancelled except after thirty
(30) days prior written notice by certified mail, return receipt requested, has been
given to the City; and (2) any failure to comply with reporting or other provisions of
the policies, including breaches of warranties, shall not affect coverage provided to
the City, its officials, officers, agents, employees, and volunteers.
C. The Certificates(s) and policies of insurance shall contain or shall be endorsed to
contain the covenant of the insurance carrier(s) that it shall provide no less than thirty
(30) days written notice be given to the City prior to any material modification or
cancellation of such insurance. In the event of a material modification or cancellation
of coverage, the City may terminate the Contract or stop the Work in accordance
with the Contract Documents, unless the City receives, prior to such effective date,
another properly executed original Certificate of Insurance and original copies of
endorsements or certified original policies, including all endorsements and
attachments thereto evidencing coverage's set forth herein and the insurance
required herein is in full force and effect. Contractor shall not take possession, or
use the Site, or commence operations under this Contract until the City has been
furnished original Certificate(s) of Insurance and certified original copies of
endorsements or policies of insurance including all endorsements and any and all
other attachments as required in this Article. The original endorsements for each
policy and the Certificate of Insurance shall be signed by an individual authorized by
the insurance carrier to do so on its behalf.
61147.02100\20950242.3 -74.- 00 72 13-GENERAL CONDITIONS
D. The Certificate(s) of Insurance, policies and endorsements shall so covenant and
shall be construed as primary, and the City's insurance and/or deductibles and/or
self-insured retentions or self-insured programs shall not be construed as
contributory.
E. City reserves the right to adjust the monetary limits of insurance coverages during
the term of this Contract including any extension thereof if, in the City's reasonable
judgment, the amount or type of insurance carried by the Contractor becomes
inadequate.
F. Contractor shall report to the City, in addition to the Contractor's insurer, any and all
insurance claims submitted by the Contractor in connection with the Work under this
Contract.
ARTICLE 40. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
A. Time for Completion/Liquidated Damages. Time is of the essence in the
completion of the Work. Work shall be commenced within ten (10) Days of the date
stated in the City's Notice to Proceed and shall be completed by Contractor in the
time specified in the Contract Documents. The City is under no obligation to
consider early completion of the Project; and the Contract completion date shall not
be amended by the City's receipt or acceptance of the Contractor's proposed earlier
completion date. Furthermore, Contractor shall not, under any circumstances,
receive additional compensation from the City (including but not limited to indirect,
general, administrative or other forms of overhead costs) for the period between the
time of earlier completion proposed by the Contractor and the Contract completion
date. If the Work is not completed as stated in the Contract Documents, it is
understood that the City will suffer damage. In accordance with Government Code
section 53069.85, being impractical and infeasible to determine the amount of actual
damage, it is agreed that Contractor shall pay to the City as fixed and liquidated
damages, and not as a penalty, the sum stipulated in the Contract for each calendar
day of delay until the Work is fully completed. Contractor and its surety shall be liable
for any liquidated damages. Any money due or to become due the Contractor may
be retained to cover liquidated damages.
B. Inclement Weather. Contractor shall abide by the Engineer's determination of what
constitutes inclement weather. Time extensions for inclement weather shall only be
granted when the Work stopped during inclement weather is on the critical path of
the Project schedule.
C. Extension of Time. Contractor shall not be charged liquidated damages because of
any delays in completion of the Work due to unforeseeable causes beyond the
control and without the fault or negligence of Contractor (or its subcontractors or
suppliers). Contractor shall within five (5) Days of identifying any such delay notify
the City in writing of causes of delay. The City shall ascertain the facts and extent of
delay and grant extension of time for completing the Work when, in its judgment, the
facts justify such an extension. Time extensions to the Project shall be requested by
the Contractor as they occur and without delay. No delay claims shall be permitted
unless the event or occurrence delays the completion of the Project beyond the
Contract completion date.
61147.02100\20950242.3 -75- 00 72 13-GENERAL CONDITIONS
D. No Damages for Reasonable Delay. The City's liability to Contractor for delays for
which the City is responsible shall be limited to only an extension of time unless such
delays were unreasonable under the circumstances. In no case shall the City be
liable for any costs which are borne by the Contractor in the regular course of
business, including, but not limited to, home office overhead and other ongoing
costs. Damages caused by unreasonable City delay, including delays caused by
items that are the responsibility of the City pursuant to Government Code section
4215, shall be based on actual costs only, no proportions or formulas shall be used
to calculate any delay damages.
ARTICLE 41. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by the City:
A. Within ten (10) Days of Notice to Proceed with the Contract, a detailed estimate
giving a complete breakdown of the Contract price, if the Contract amount is a lump
sum.
B. A monthly itemized estimate of Work done for the purpose of making progress
payments. In order for the City to consider and evaluate each progress payment
application, the Contractor shall submit a detailed measurement of Work performed
and a progress estimate of the value thereof before the tenth (10th) Day of the
following month.
C. Contractor shall submit, with each of its payment requests, an adjusted list of actual
quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
D. Following the City's Acceptance of the Work, the Contractor shall submit to the City a
written statement of the final quantities of unit price items for inclusion in the final
payment request.
E. The City shall have the right to adjust any estimate of quantity and to subsequently
correct any error made in any estimate for payment.
Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates
accurately reflect the Work on the Project.
ARTICLE 42. PROGRESS ESTIMATES AND PAYMENT
A. By the tenth (10th) Day of the following calendar month, Contractor shall submit to
Engineer a payment request which shall set forth in detail the value of the Work done
for the period beginning with the date work was first commenced and ending on the
end of the calendar month for which the payment request is prepared. Contractor
shall include any amount earned for authorized extra work. From the total thus
computed, a deduction shall be made in the amount of five percent (5%) for
retention, except where the City has adopted a finding that the Work done under the
Contract is substantially complex, and then the amount withheld as retention shall be
the percentage specified in the Notice Inviting Bids. From the remainder a further
deduction may be made in accordance with Section B below. The amount
computed, less the amount withheld for retention and any amounts withheld as set
forth below, shall be the amount of the Contractor's payment request.
61147.02100\20950242.3 _76_ 00 72 13-GENERAL CONDITIONS
B. The City may withhold a sufficient amount or amounts of any payment or payments
otherwise due to Contractor, as in his judgment may be necessary to cover:
1. Payments which may be past due and payable for just claims against Contractor
or any subcontractors for labor or materials furnished in and about the
performance of work on the Project under this Contract.
2. Defective work not remedied.
3. Failure of Contractor to make proper payments to his subcontractor or for
material or labor.
4. Completion of the Contract if there is a reasonable doubt that the Work can be
completed for balance then unpaid.
5. Damage to another contractor or a third party.
6. Amounts which may be due the City for claims against Contractor.
7. Failure of Contractor to keep the record ("as-built") drawings up to date.
8. Failure to provide update on construction schedule as required herein.
9. Site cleanup.
10. Failure to comply with Contract Documents.
11. Liquidated damages.
12. Legally permitted penalties.
C. The City may apply such withheld amount or amounts to payment of such claims or
obligations at its discretion with the exception of subsections (13)(1), (3), and (5) of
this Article, which must be retained or applied in accordance with applicable law. In
so doing, the City shall be deemed the agent of Contractor and any payment so
made by the City shall be considered as a payment made under contract by the City
to Contractor and the City shall not be liable to Contractor for such payments made
in good faith. Such payments may be made without prior judicial determination of
claim or obligations. The City will render Contractor a proper accounting of such
funds disbursed on behalf of Contractor.
D. Upon receipt, the Engineer shall review the payment request to determine whether it
is undisputed and suitable for payment. If the payment request is determined to be
unsuitable for payment, it shall be returned to Contractor as soon as practicable but
not later than seven (7) Days after receipt, accompanied by a document setting forth
in writing the reasons why the payment request is not proper. The City shall make
the progress payment within 30 calendar days after the receipt of an undisputed and
properly submitted payment request from Contractor, provided that a release of liens
and claims has been received from the Contractor pursuant to Civil Code section
8132. The number of days available to the City to make a payment without incurring
61147.02100\20950242.3 _77_ 00 72 13-GENERAL CONDITIONS
interest pursuant to this paragraph shall be reduced by the number of days by which
the Engineer exceeds the seven (7) Day requirement.
E. A payment request shall be considered properly executed if funds are available for
payment of the payment request and payment is not delayed due to an audit inquiry
by the financial officer of the City.
ARTICLE 43. SECURITIES FOR MONEY WITHHELD
Pursuant to section 22300 of the Public Contract Code of the State of California, Contractor may
request the City to make retention payments directly to an escrow agent or may substitute
securities for any money withheld by the City to ensure performance under the contract. At the
request and expense of Contractor, securities equivalent to the amount withheld shall be
deposited with the City or with a state or federally chartered bank as the escrow agent who shall
return such securities to Contractor upon satisfactory completion of the contract. Deposit of
securities with an escrow agent shall be subject to a written agreement substantially in the form
provided in section 22300 of the Public Contract Code.
ARTICLE 44. CHANGES AND EXTRA WORK.
A. Contract Change Orders.
1. The City, without invalidating the Contract, may order changes in the Work
consisting of additions, deletions or other revisions, and the Contract Price and
Contract Time shall be adjusted accordingly. Except as otherwise provided
herein, all such changes in the Work shall be authorized by Change Order, and
shall be performed under the applicable conditions of the Contract Documents.
A Change Order signed by the Contractor indicates the Contractor's agreement
therewith, including any adjustment in the Contract Price or the Contract Time,
and the full and final settlement of all costs (direct, indirect and overhead) related
to the Work authorized by the Change Order.
2. Contractor shall promptly execute changes in the Work as directed in writing by
the City even when the parties have not reached agreement on whether the
change increases the scope of Work or affects the Contract Price or Contract
Time. All claims for additional compensation to the Contractor shall be presented
in writing. No claim will be considered after the Work in question has been done
unless a written Change Order has been issued or a timely written notice of claim
has been made by Contractor.
3. Whenever any change is made as provided for herein, such change shall be
considered and treated as though originally included in the Contract, and shall be
subject to all terms, conditions, and provisions of the original Contract.
4. Contractor shall not be entitled to claim or bring suit for damages, whether for
loss of profits or otherwise, on account of any decrease or omission of any item
or portion of Work to be done.
5. No dispute, disagreement, or failure of the parties to reach agreement on the
terms of the Change Order shall relieve the Contractor from the obligation to
61147.02100\20950242.3 _78_ 00 72 13-GENERAL CONDITIONS
proceed with performance of the work, including Additional Work, promptly and
expeditiously.
6. Contractor shall make available to the City any of the Contractor's documents
related to the Project immediately upon request of the City, as set forth in Article
52.
7. Any alterations, extensions of time, Additional Work, or any other changes may
be made without securing consent of the Contractor's surety or sureties.
B. Contract Price Change.
1. Process for Determining Adjustments in Contract Price.
a. Owner Initiated Change. The Contractor must submit a complete cost
proposal, including any change in the Contract Price or Contract Time, within
seven (7) Days after receipt of a scope of a proposed change order initiated
by the City, unless the City requests that proposals be submitted in less than
seven (7) Days.
b. Contractor Initiated Change. The Contractor must give written notice of a
proposed change order required for compliance with the Contract Documents
within seven (7) Days of discovery of the facts giving rise to the proposed
change order.
c. Whenever possible, any changes to the Contract amount shall be in a lump
sum mutually agreed to by the Contractor and the City.
d. Price quotations from the Contractor shall be accompanied by sufficiently
detailed supporting documentation to permit verification by the City, including
but not limited to estimates and quotations from subcontractors or material
suppliers, as the City may reasonably request. Contractor shall certify the
accuracy of all Change Order Requests under penalty of perjury.
e. If the Contractor fails to submit a complete cost proposal within the seven (7)
Day period (or as requested), the City has the right to order the Contractor in
writing to commence the Work immediately on a time and materials basis
and/or issue a lump sum change to the Contract Price and/or Contract Time
in accordance with the City's estimate. If the change is issued based on the
City's estimate, the Contractor will waive its right to dispute the action unless
within fifteen (15) Days following completion of the added/deleted work, the
Contractor presents written proof that the City's estimate was in error.
2. Unit Price Change Orders.
a. When the actual quantity of a Unit Price item varies from the Bid Form,
compensation for the change in quantity will be calculated by multiplying the
actual quantity by the Unit Price. This calculation may result in either an
additive or deductive Final Change Order pursuant to the Contract
Documents.
61147.02100\20950242.3 _79_ 00 72 13-GENERAL CONDITIONS
b. No Mark up for Overhead and Profit. Because the Contract Unit Prices
provided in the Bid Form include Overhead and Profit as determined by
Contractor at the time of Bid submission, no mark up or deduction for
Overhead and Profit will be included in Unit Price Change Orders.
c. Bid items included on the Bid Form may be deducted from the Work in their
entirety without any negotiated extra costs.
d. Contractor acknowledges that unit quantities are estimates and agrees that
the estimated unit quantities listed on the Bid Form will be adjusted to reflect
the actual unit quantities which may result in an adjustment to the Contract
Unit Prices. Such an adjustment will be made by execution of a final additive
or deductive Change Order following Contractor's completion of the Work.
Upon notification, Contractor's failure to respond within seven (7) Days will
result in City's issuance of a unit quantity adjustment to the Contract Unit
Prices and/or Contract Time in accordance with the Contract Documents.
e. The City or Contractor may make a Claim for an adjustment in the Unit Price
in accordance with the Contract Documents if:
i. the quantity of any item of Unit Price Work performed by Contractor
differs by twenty-five percent (25%) or more from the estimated quantity
of such item indicated in the Contract; and
ii. there is no corresponding adjustment with respect to any other item of
Work; and
iii. Contractor believes that Contractor is entitled to an increase in Unit Price
as a result of having incurred additional expense or the City believes that
the City is entitled to a decrease in Unit Price and the parties are unable
to agree as to the amount of any such increase or decrease..
3. Lump Sum Change Orders. Compensation for Lump Sum Change Orders shall
be limited to expenditures necessitated specifically by the Additional Work, and
shall be segregated as follows:
a. Labor. The costs of labor will be the actual cost for wages prevailing locally
for each craft or type of worker at the time the Additional Work is done, plus
employer payments of payroll taxes and insurance, health and welfare,
pension, vacation, apprenticeship funds, and other direct costs resulting from
Federal, State or local laws, as well as assessment or benefits required by
lawful collective bargaining agreements. The use of a labor classification
which would increase the Additional Work cost will not be permitted unless
the Contractor establishes the necessity for such new classifications. Labor
costs for equipment operators and helpers shall be reported only when such
costs are not included in the invoice for equipment rental.
b. Materials. The cost of materials reported shall be at invoice or lowest current
price at which such materials are locally available in the quantities involved,
plus sales tax, freight, and delivery. Materials costs shall be based upon
supplier or manufacturer's invoice. If invoices or other satisfactory evidence
61147.02100\20950242.3 -80- 00 72 13-GENERAL CONDITIONS
of cost are not furnished within fifteen (15) Days of delivery, then the City
shall determine the materials cost, at its sole discretion.
c. Tool and Equipment Use. Costs for the use of small tools, which are tools
that have a replacement value of$1,000 or less, shall be considered included
in the Overhead and Profit mark-ups established below. Regardless of
ownership, the rates to be used in determining equipment use costs shall not
exceed listed rates prevailing locally at equipment rental agencies, or
distributors, at the time the Work is performed.
4. Time and Materials Change Orders.
a. General. The term Time and Materials means the sum of all costs
reasonably and necessarily incurred and paid by Contractor for labor,
materials, and equipment in the proper performance of Additional Work.
Except as otherwise may be agreed to in writing by the City, such costs shall
be in amounts no higher than those prevailing in the locality of the Project,
and shall include only the following items.
b. Timely and Final Documentation.
i. T&M Daily Sheets. Contractor must submit timesheets, materials
invoices, records of equipment hours, and records of rental equipment
hours to the City's Representative for an approval signature each day
Additional Work is performed. Failure to get the City's Representative's
approval signature each Day shall result in a waiver of Contractor's right
to claim these costs. The City's Representative's signature on time
sheets only serves as verification that the Work was performed and is not
indicative of City's agreement to Contractor's entitlement to the cost.
ii. T&M Daily Summary Sheets. All documentation of incurred costs ("T&M
Daily Summary Sheets") shall be submitted by Contractor within three (3)
Days of incurring the cost for labor, material, equipment, and special
services as Additional Work is performed. Contractor's actual costs shall
be presented in a summary table in an electronic spreadsheet file by
labor, material, equipment, and special services. Each T&M Daily
Summary Sheet shall include Contractor's actual costs incurred for the
Additional Work performed that day and a cumulative total of Contractor's
actual costs incurred for the Additional Work. Contractor's failure to
provide a T&M Daily Summary Sheet showing a total cost summary
within three (3) Days but within five (5) Days of performance of the Work
will result in the Contractor's otherwise allowable overhead and profit
being reduced by 50% for that portion of Additional Work which was not
documented in a timely manner. Contractor's failure to submit the T&M
Daily Summary Sheet within five (5) Days of performance of the Work will
result in a total waiver of Contractor's right to claim these costs.
iii. T&M Total Cost Summary Sheet. Contractor shall submit a T&M Total
Cost Summary Sheet, which shall include total actual costs, within seven
(7) Days following completion of City approved Additional Work.
Contractor's total actual cost shall be presented in a summary table in an
61147.02100\20950242.3 -81- 00 72 13-GENERAL CONDITIONS
electronic spreadsheet file by labor, material, equipment, and special
services. Contractor's failure to submit the T&M Total Cost Summary
Sheet within seven (7) Days of completion of the Additional Work will
result in Contractor's waiver for any reimbursement of any costs
associated with the T&M Summary Sheets or the performance of the
Additional Work.
c. Labor. The Contractor will be paid the cost of labor for the workers used in
the actual and direct performance of the Work. The cost of labor will be the
sum of the actual wages paid (which shall include any employer payments to
or on behalf of the workers for health and welfare, pension, vacation, and
similar purposes) substantiated by timesheets and certified payroll for wages
prevailing for each craft or type of workers performing the Additional Work at
the time the Additional Work is done, and the labor surcharge set forth in the
Department of Transportation publication entitled Labor Surcharge and
Equipment Rental Rates, which is in effect on the date upon which the Work
is accomplished and which is a part of the Contract. The labor surcharge
shall constitute full compensation for all payments imposed by Federal, State,
or local laws and for all other payments made to, or on behalf of, the workers,
other than actual wages.
i. Equipment Operator Exception. Labor costs for equipment operators and
helpers shall be paid only when such costs are not included in the invoice
for equipment rental.
ii. Foreman Exception. The labor costs for foremen shall be proportioned to
all of their assigned work and only that applicable to the Additional Work
shall be paid. Indirect labor costs, including, without limitation, the
superintendent, project manager, and other labor identified in the
Contract Documents will be considered Overhead.
d. Materials. The cost of materials reported shall be itemized at invoice or
lowest current price at which materials are locally available and delivered to
the Project site in the quantities involved, plus the cost of sales tax, freight,
delivery, and storage.
i. Trade discounts available to the purchaser shall be credited to the City
notwithstanding the fact that such discounts may not have been taken by
Contractor.
ii. For materials secured by other than a direct purchase and direct billing to
the purchaser, the cost shall be deemed to be the price paid to the actual
supplier as determined by the City's Representative.
iii. Payment for materials from sources owned wholly or in part by the
purchaser shall not exceed the price paid by the purchaser for similar
materials from said sources on Additional Work items or the current
wholesale price for such materials delivered to the Project site, whichever
price is lower.
61147.02100\20950242.3 _82_ 00 72 13-GENERAL CONDITIONS
iv. If, in the opinion of the City's Representative, the cost of materials is
excessive, or Contractor does not furnish satisfactory evidence of the cost
of such materials, then the cost shall be deemed to be the lowest current
wholesale price for the total quantity concerned delivered to the Project
site less trade discounts.
V. The City reserves the right to furnish materials for the Additional Work
and no Claim shall be allowed by Contractor for costs of such materials or
Indirect Costs or profit on City furnished materials.
e. Equipment.
i. Rental Time. The rental time to be paid for equipment on the Project site
shall be the time the equipment is in productive operation on the
Additional Work being performed and, in addition, shall include the time
required to move the equipment to the location of the Additional Work and
return it to the original location or to another location requiring no more
time than that required to return it to its original location; except that
moving time will not be paid if the equipment is used on other than the
Additional Work, even though located at the site of the Additional Work.
(a) Rental Time Not Allowed. Rental time will not be allowed while
equipment is inoperative due to breakdowns.
(b) Computation Method. The following shall be used in computing the
rental time of equipment on the Project site.
(i) When hourly rates are paid, any part of an hour less than 30
minutes of operation shall be considered to be 1/2-hour of
operation, and any part of an hour in excess of 30 minutes will be
considered one hour of operation.
(ii) When daily rates are paid, any part of a day less than 4 hours
operation shall be considered to be 1/2-day of operation, and any
part of an hour in excess of 4 hours will be considered one day of
operation.
ii. Rental Rates. Contractor will be paid for the use of equipment at the
lesser of (i) the actual rental rate, or (ii) the rental rate listed for that
equipment in the California Department of Transportation publication
entitled Labor Surcharge and Equipment Rental Rates, which is in effect
on the date upon which the Contract was executed. Such rental rates will
be used to compute payments for equipment whether the equipment is
under Contractor's control through direct ownership, leasing, renting, or
another method of acquisition. The rental rate to be applied for use of
each item of equipment shall be the rate (i.e., daily, monthly) resulting in
the least total cost to the City for the total period of use. If it is deemed
necessary by Contractor to use equipment not listed in the publication, an
equitable rental rate for the equipment will be established by the City's
Representative. Contractor may furnish cost data which might assist the
City's Representative in the establishment of the rental rate.
61147.02100\20950242.3 -83- 00 72 13-GENERAL CONDITIONS
iii. Contractor-Owned Equipment.
(a) For Contractor-owned equipment, the allowed equipment rental rate
will be limited to the monthly equipment rental rate using a utilization
rate of 173 hours per month.
(b) For Contractor-owned equipment, the rental time to be paid for
equipment on the Site shall be the time the equipment is in
productive operation, unless, in the instance of standby time, the
equipment could be actively used by Contractor on another project,
then City shall pay for the entirety of the time the equipment is on
Site. It shall be Contractor's burden to demonstrate to the City that
the equipment could be actively used on another project.
iv. All equipment shall, in the opinion of the City's Representative, be in good
working condition and suitable for the purpose for which the equipment is
to be used.
V. Before construction equipment is used on the Additional Work, Contractor
shall plainly stencil or stamp an identifying number thereon at a
conspicuous location, and shall furnish to the City's Representative, in
duplicate, a description of the equipment and its identifying number and
the scheduled Additional Work activities planned.
vi. Unless otherwise specified, manufacturer's rating and manufacturer
approved modifications shall be used to classify equipment for the
determination of applicable rental rates. Equipment which has no direct
power unit shall be powered by a unit of at least the minimum rating
recommended by the manufacturer.
f. Special Services. Special work or services are defined as that Additional
Work characterized by extraordinary complexity, sophistication, or innovation
or a combination of the foregoing attributes which are unique to the
construction industry.
i. Invoices for Special Services. When the City's Representative and
Contractor determine that a special service is required which cannot be
performed by the forces of Contractor or those of any of its
Subcontractors, the special service may be performed by an entity
especially skilled in the Additional Work. Invoices for special services
based upon the current fair market value thereof may be accepted without
complete itemization of labor, material, and equipment rental costs, after
validation of market values by the City's Representative.
ii. Discount and Allowance. All invoices for special services will be adjusted
by deducting all trade discounts offered or available, whether the
discounts were taken or not. In lieu of Overhead and Profit specified
herein, a total allowance not to exceed fifteen percent (15%) for
Overhead and Profit will be added to invoices for Special Services.
61147.02100\20950242.3 -84- 00 72 13-GENERAL CONDITIONS
iii. When the City determines, in its sole discretion, that competitive bidding
is necessary for certain special services, Contractor shall solicit
competitive bids for those special services.
g. Excluded Costs. The term Time and Material shall not include any of the
following costs or any other home or field office overhead costs, all of which
are to be considered administrative costs covered by Contractor's allowance
for Overhead and Profit.
i. Overhead Cost. Payroll costs and other compensation of Contractor's
officers, executives, principals, general managers, engineers, architects,
estimators, attorneys, auditors, accountants, purchasing and contracting
agents, timekeepers, clerks, and other personnel employed by Contractor
whether at the Site or in Contractor's principal office or any branch office,
material yard, or shop for general administration of the Additional Work;
ii. Office Expenses. Expenses of Contractor's principal and branch offices;
iii. Capital Expenses. Any part of Contractor's capital expenses, including
interest on Contractor's capital employed for the Additional Work and
charges against Contractor for delinquent payments;
iv. Negligence. Costs due to the negligence of Contractor or any
Subcontractor or Supplier, or anyone directly or indirectly employed by
any of them or for whose acts any of them may be liable, including
without limitation the correction of Defective Work, disposal of materials
or equipment wrongly supplied, and making good any damage to
property;
V. Other. Other overhead or general expense costs of any kind and the cost
of any item not specifically and expressly included in the Contract
Documents;
vi. Small Tools. Cost of small tools valued at less than $1,000 and that
remain the property of Contractor;
vii. Administrative Costs. Costs associated with the preparation of Change
Orders (whether or not ultimately authorized), cost estimates, or the
preparation or filing of Claims;
viii. Anticipated Lost Profits. Expenses of Contractor associated with
anticipated lost profits or lost revenues, lost income or earnings, lost
interest on earnings, or unpaid retention;
ix. Home Office Overhead. Costs derived from the computation of a "home
office overhead" rate by application of the Eichleay, Allegheny, burden
fluctuation, or other similar methods;
X. Special Consultants and Attorneys. Costs of special consultants or
attorneys, whether or not in the direct employ of Contractor, employed for
61147.02100\20950242.3 _85_ 00 72 13-GENERAL CONDITIONS
services specifically related to the resolution of a Claim, dispute, or other
matter arising out of or relating to the performance of the Additional Work.
h. Overhead, Profit and Other Charges. The mark-up for overhead (including
supervision) and profit on work added to the Contract shall be according to
the following:
i. "Net Cost" is defined as consisting of costs of labor, materials, and tools
and equipment only excluding overhead and profit. The costs of
applicable insurance and bond premium will be reimbursed to the
Contractor and subcontractors at cost only, without mark-up. Contractor
shall provide City with documentation of the costs, including, but not
limited to, payroll records, invoices, and such other information as City
may reasonably request.
ii. For Work performed by the Contractor's forces, the added cost for
overhead and profit shall not exceed fifteen percent (15%) of the Net Cost
of the Work.
iii. For Work performed by a subcontractor, the added cost for overhead and
profit shall not exceed fifteen percent (15%) of the subcontractor's Net
Cost of the Work to which the Contractor may add five percent (5%) of
the subcontractor's Net Cost.
iv. For Work performed by a sub-subcontractor, the added cost for overhead
and profit shall not exceed fifteen percent (15%) of the sub-
subcontractor's Net Cost for Work to which the subcontractor and general
contractor may each add an additional five percent (5%) of the Net Cost
of the lower tier subcontractor.
V. No additional mark-up will be allowed for lower tier subcontractors, and in
no case shall the added cost for overhead and profit payable by City
exceed twenty-five percent (25%) of the Net Cost as defined herein, of
the party that performs the Work.
5. All of the following costs are included in the markups for overhead and profit
described above, and Contractor shall not receive any additional compensation
for: Submittals, drawings, field drawings, Shop Drawings, including submissions
of drawings; field inspection; General Superintendence; General administration
and preparation of cost proposals, schedule analysis, Change Orders, and other
supporting documentation; computer services; reproduction services; Salaries of
project engineer, superintendent, timekeeper, storekeeper, and secretaries;
Janitorial services; Small tools, incidentals and consumables; Temporary On-Site
facilities (Offices, Telephones, High Speed Internet Access, Plumbing, Electrical
Power, Lighting; Platforms, Fencing, Water), Jobsite and Home office overhead
or other expenses; vehicles and fuel used for work otherwise included in the
Contract Documents; Surveying; Estimating; Protection of Work; Handling and
disposal fees; Final Cleanup; Other Incidental Work; Related Warranties;
insurance and bond premiums.
61147.02100\20950242.3 -86- 00 72 13-GENERAL CONDITIONS
6. For added or deducted Work by subcontractors, the Contractor shall furnish to
the City the subcontractor's signed detailed record of the cost of labor, material
and equipment, including the subcontractor markup for overhead and profit. The
same requirement shall apply to sub-subcontractors
7. For added or deducted work furnished by a vendor or supplier, the Contractor
shall furnish to the City a detailed record of the cost to the Contractor, signed by
such vendor or supplier.
8. Any change in the Work involving both additions and deletions shall indicate a
net total cost, including subcontracts and materials. Allowance for overhead and
profit, as specified herein, shall be applied if the net total cost is an increase in
the Contract Price; overhead and profit allowances shall not be applied if the net
total cost is a deduction to the Contract Price. The estimated cost of deductions
shall be based on labor and material prices on the date the Contract was
executed.
9. Contractor shall not reserve a right to assert impact costs, extended job site
costs, extended overhead, constructive acceleration and/or actual acceleration
beyond what is stated in the Change Order for Work. No claims shall be allowed
for impact, extended overhead costs, constructive acceleration and/or actual
acceleration due to a multiplicity of changes and/or clarifications. The Contractor
may not change or modify the City's change order form in an attempt to reserve
additional rights.
10. If the City disagrees with the proposal submitted by Contractor, it will notify the
Contractor and the City will provide its opinion of the appropriate price and/or
time extension. If the Contractor agrees with the City, a Change Order will be
issued by the City. If no agreement can be reached, the City shall have the right
to issue a unilateral Change Order setting forth its determination of the
reasonable additions or savings in costs and time attributable to the extra or
deleted work. Such determination shall become final and binding if the
Contractor fails to submit a claim in writing to the City within fifteen (15) Days of
the issuance of the unilateral Change Order, disputing the terms of the unilateral
Change Order, and providing such supporting documentation for its position as
the City may require.
C. Change of Contract Times.
1. The Contract Times may only be changed by a Change Order.
2. All changes in the Contract Price and/or adjustments to the Contract Times
related to each change shall be included in Contractor's COR pursuant to this
Article. No cost or time will be allowed for cumulative effects of multiple changes.
All Change Orders must state that the Contract Time is not changed or is either
increased or decreased by a specific number of days. Failure to include a
change to time shall waive any change to the time unless the parties mutually
agree in writing to postpone a determination of the change to time resulting from
the Change Order.
61147.02100\20950242.3 -87- 00 72 13-GENERAL CONDITIONS
3. Notice of the amount of the request for adjustment in the Contract Times with
supporting data shall be delivered within seven (7) Days after such start of
occurrence, unless City's Representative allows an additional period of time to
ascertain more accurate data in support of the request. No extension of time or
additional compensation shall be given for a delay if the Contractor failed to give
notice in the manner and within the time prescribed.
4. City may elect, at City's sole discretion, to grant an extension in Contract Times,
without Contractor's request, because of delays or other factors.
5. Use of Float and Critical Path.
a. Float is for the benefit of the Project. Float shall not be considered for the
exclusive use or benefit of either the City or the Contractor.
b. Contractor shall not be entitled to compensation, and City will not
compensate Contractor, for delays which impact early completion. Any
difference in time between the Contractor's early completion and the Contract
Time shall be considered a part of the Project float.
6. Contractor's entitlement to an extension of the Contract Times is limited to a City-
caused extension of the critical path, reduced by the Contractor's concurrent
delays, and established by a proper time impact analysis. No time extension shall
be allowed unless, and then only to the extent that, the City-caused delay
extends the critical path beyond the previously approved Contract Time. If
approved, the increase in time required to complete the Work shall be added to
the Contract Time.
a. Contractor shall not be entitled to an adjustment in the Contract Price or
Contract Times for delays within the control of Contractor. Delays attributable
to and within the control of a Subcontractor or Supplier shall be deemed to be
delays within the control of Contractor.
b. If Contractor is delayed in the performance or progress of the Work by fire,
flood, epidemic, abnormal weather conditions (as determined by the City),
Acts of God, acts or failures to act of utility owners not under the control of
City, or other causes not the fault of and beyond control of City and
Contractor, then Contractor shall be entitled to an time extension when the
Work stopped is on the critical path. Such a non-compensable adjustment
shall be Contractor's sole and exclusive remedy for such delays. Contractor
must submit a timely request in accordance with the requirements of this
Article.
c. Utility-Related Delays.
i. Contractor shall immediately notify in writing the utility owner and City's
Representative of its construction schedule and any subsequent changes
in the construction schedule which will affect the time available for
protection, removal, or relocation of utilities. Requests for extensions of
time arising out of utility relocation or repair delays shall be filed in
accordance with this Article.
61147.02100\20950242.3 -88- 00 72 13-GENERAL CONDITIONS
ii. Contractor shall not be entitled to damages or additional payment for
delays attributable to utility relocations or alterations if correctly located,
as noted in the Contract Documents or by the Underground Service Alert
survey.
7. Content for Requests for Contract Extension. Contractor's justification for
entitlement shall be clear and complete citing specific Contract Document
references and reasons on which Contractor's entitlement is based. At a
minimum, each request for a time extension must include:
a. Each request for an extension of Contract Time must identify the impacting
event, in narrative form, providing a description of the delay event and
sufficient justification as to why the Contractor is entitled to a time extension.
Contractor must demonstrate that the delay arises from unforeseeable
causes beyond the control and without the fault or negligence of both
Contractor and any Subcontractors or Suppliers, or any other persons or
organizations employed by any of them or for whose acts any of them may be
liable, and that such causes in fact lead to performance or completion of the
Work, or specified part in question, beyond the corresponding Contract
Times, despite Contractor's reasonable and diligent actions to guard against
those effects.
b. Each request for an extension of Contract Time must include a time impact
analysis in CPM format, using the Contemporaneous Impacted As-Planned
Schedule Analysis to calculate the impact of the delay event.
8. No Damages for Reasonable Delay.
a. City's liability to Contractor for delays for which City is responsible shall be
limited to only an extension of time unless such delays were unreasonable
under the circumstances. In no case shall City be liable for any costs which
are borne by the Contractor in the regular course of business, including, but
not limited to, home office overhead and other ongoing costs.
b. Damages caused by unreasonable City delay that impact the critical path,
including delays caused by items that are the responsibility of the City
pursuant to Government Code section 4215, shall be compensated at the
Daily Rate established in the Special Conditions. No other calculations,
proportions or formulas shall be used to calculate any delay damages.
c. City and City's Representative, and the officers, members, partners,
employees, agents, consultants, or subcontractors of each of them, shall not
be liable to Contractor for any claims, costs, losses, or damages (including
but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution
costs) sustained by Contractor on or in connection with any other project or
anticipated project.
9. Contractor's failure, neglect, or refusal to comply with the requirements of the
Contract Documents, or any portion thereof, shall bar Contractor's request for
extensions of the Contract Times. Such failure, neglect, or refusal prejudices
61147.02100\20950242.3 -89- 00 72 13-GENERAL CONDITIONS
City's and City's Representative's ability to recognize and mitigate delay, and
such failure, neglect, or refusal prevent the timely analysis of requests for
extensions of Contract Times, and whether such extensions may be warranted.
Contractor hereby waives all rights to extensions of Contract Times due to delays
or accelerations that result from or occur during periods of time for which
Contractor fails, neglects, or refuses to fully comply with the requirements of this
Article.
ARTICLE 45. FINAL ACCEPTANCE AND PAYMENT
A. The acceptance of the Work on behalf of the City will be made by the Engineer.
Such acceptance by the City shall not constitute a waiver of defects. When the Work
has been accepted there shall be paid to Contractor a sum equal to the contract
price less any amounts previously paid Contractor and less any amounts withheld by
the City from Contractor under the terms of the contract. The final five percent (5%),
or the percentage specified in the notice inviting bids where the City has adopted a
finding of substantially complete, shall not become due and payable until five (5)
calendar days shall have elapsed after the expiration of the period within which all
claims may be filed under the provisions of Civil Code section 9356. If the
Contractor has placed securities with the City as described herein, the Contractor
shall be paid a sum equal to one hundred percent (100%) of the contract price less
any amounts due the City under the terms of the Contract.
B. Unless Contractor advises the City in writing prior to acceptance of the final five
percent (5%) or the percentage specified in the notice inviting bids where the City
has adopted a finding of substantially complete, or the return of securities held as
described herein, said acceptance shall operate as a release to the City of all claims
and all liability to Contractor for all things done or furnished in connection with this
work and for every act of negligence of the City and for all other claims relating to or
arising out of this work. If Contractor advises the City in writing prior to acceptance
of final payment or return of the securities that there is a dispute regarding the
amount due the Contractor, the City may pay the undisputed amount contingent
upon the Contractor furnishing a release of all undisputed claims against the City
with the disputed claims in stated amounts being specifically excluded by Contractor
from the operation of the release. No payments, however, final or otherwise, shall
operate to release Contractor or its sureties from the Faithful Performance Bond,
Labor and Material Payment Bond, or from any other obligation under this contract.
C. In case of suspension of the contract any unpaid balance shall be and become the
sole and absolute property of the City to the extent necessary to repay the City any
excess in the cost of the Work above the contract price.
D. Final payment shall be made no later than 60 days after the date of acceptance of
the Work by the City or the date of occupation, beneficial use and enjoyment of the
Work by the City including any operation only for testing, start-up or commissioning
accompanied by cessation of labor on the Work, provided that a release of liens and
claims has been received from the Contractor pursuant to Civil Code section 8136.
In the event of a dispute between the City and the Contractor, the City may withhold
from the final payment an amount not to exceed 150% of the disputed amount.
61147.02100\20950242.3 _90_ 00 72 13-GENERAL CONDITIONS
E. Within ten (10) calendar days from the time that all or any portion of the retention
proceeds are received by Contractor, Contractor shall pay each of its subcontractors
from whom retention has been withheld each subcontractor's share of the retention
received. However, if a retention payment received by Contractor is specifically
designated for a particular subcontractor, payment of the retention shall be made to
the designated subcontractor if the payment is consistent with the terms of the
subcontract.
ARTICLE 46. OCCUPANCY
The City reserves the right to occupy or utilize any portion of the Work at any time before
completion, and such occupancy or use shall not constitute acceptance of any part of Work
covered by this Contract. This use shall not relieve the Contractor of its responsibilities under
the Contract.
ARTICLE 47. INDEMNIFICATION
To the fullest extent permitted by law, Contractor shall immediately defend (with counsel of the
City's choosing), indemnify and hold harmless the City, officials, officers, agents, employees,
and representatives, and each of them from and against:
A. Any and all claims, demands, causes of action, costs, expenses, injuries, losses or
liabilities, in law or in equity, of every kind or nature whatsoever, but not limited to,
injury to or death, including wrongful death, of any person, and damages to or
destruction of property of any person, arising out of, related to, or in any manner
directly or indirectly connected with the Work or this Contract, including claims made
by subcontractors for nonpayment, including without limitation the payment of all
consequential damages and attorney's fees and other related costs and expenses,
however caused, regardless of whether the allegations are false, fraudulent, or
groundless, and regardless of any negligence of the City or its officers, employees,
or authorized volunteers (including passive negligence), except the sole negligence
or willful misconduct or active negligence of the City or its officials, officers,
employees, or authorized volunteers.
B. Contractor's defense and indemnity obligation herein includes, but is not limited to
damages, fines, penalties, attorney's fees and costs arising from claims under the
Americans with Disabilities Act (ADA) or other federal or state disability access or
discrimination laws arising from Contractor's Work during the course of construction
of the improvements or after the Work is complete, as the result of defects or
negligence in Contractor's construction of the improvements.
C. Any and all actions, proceedings, damages, costs, expenses, fines, penalties or
liabilities, in law or equity, of every kind or nature whatsoever, arising out of, resulting
from, or on account of the violation of any governmental law or regulation,
compliance with which is the responsibility of Contractor;
D. Any and all losses, expenses, damages (including damages to the Work itself),
attorney's fees, and other costs, including all costs of defense which any of them
may incur with respect to the failure, neglect, or refusal of Contractor to faithfully
perform the Work and all of Contractor's obligations under the agreement. Such
61147.02100\20950242.3 -91- 00 72 13-GENERAL CONDITIONS
costs, expenses, and damages shall include all costs, including attorney's fees,
incurred by the indemnified parties in any lawsuit to which they are a party.
Contractor shall immediately defend, at Contractor's own cost, expense and risk, with the City
Council's choosing, any and all such aforesaid suits, actions or other legal proceedings of every
kind that may be brought or instituted against the City, its officials, officers, agents, employees
and representatives. Contractor shall pay and satisfy any judgment, award or decree that may
be rendered against the City, its officials, officers, employees, agents, employees and
representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse
the City, its officials, officers, agents, employees and representatives for any and all legal
expenses and costs incurred by each of them in connection therewith or in enforcing the
indemnity herein provided. The only limitations on this provision shall be those imposed by Civil
Code section 2782.
ARTICLE 48. PROCEDURE FOR RESOLVING DISPUTES
In accordance with Public Contract Code sections 20104 et seq. and other applicable law,
public works claims of $375,000 or less which arise between the Contractor and the City shall
be resolved under the following statutory procedure unless the City has elected to resolve the
dispute pursuant to Public Contract Code section 10240 et seq.
A. All Claims. All claims shall be submitted in writing and accompanied by
substantiating documentation. Claims must be filed on or before the date of final
payment unless other notice requirements are provided in the contract. "Claim"
means a separate demand by the Contractor for (1) a time extension, (2) payment of
money or damages arising from work done by or on behalf of the Contractor and
payment of which is not otherwise expressly provided for or the Contractor is not
otherwise entitled, or (3) an amount the payment of which is disputed by the City.
B. Claims Under $50,000. The City shall respond in writing to the claim within 45
calendar days of receipt of the claim, or, the City may request, in writing, within 30
calendar days of receipt of the claim, any additional documentation supporting the
claim or relating to defenses or claims the City may have. If additional information is
needed thereafter, it shall be provided upon mutual agreement of the City and the
Contractor. The City's written response shall be submitted 15 calendar days after
receiving the additional documentation, or within the same period of time taken by
the Contractor to produce the additional information, whichever is greater.
C. Claims over $50,000 but less than or equal to $375,000. The City shall respond
in writing within 60 calendar days of receipt, or, may request in writing within 30
calendar days of receipt of the claim, any additional documents supporting the claim
or relating to defenses or claims the City may have against the City. If additional
information is needed thereafter, it shall be provided pursuant to mutual agreement
between the City and the Contractor. The City response shall be submitted within 30
calendar days after receipt of the further documents, or within the same period of
time taken by the Contractor to produce the additional information or documents,
whichever is greater. The Contractor shall make these records and documents
available at all reasonable times, without any direct charge.
D. All Claims. The Contractor will submit the claim justification in the following format:
61147.02100\20950242.3 _92_ 00 72 13-GENERAL CONDITIONS
1. Summary of claim merit and price, and Contract clause pursuant to which the
claim is made.
2. List of documents relating to claim:
a. Specifications
b. Drawings
c. Clarifications (Requests for Information)
d. Schedules
e. Other (All Related Documents)
3. Chronology of events and correspondence.
4. Analysis of claim merit.
5. Analysis of claim cost.
6. Analysis of time impact analysis in CPM format.
7. Cover letter and certification of validity of the claim.
E. All Claims. If the Contractor disputes the City's response, or if the City fails to
respond within the statutory time period(s), the Contractor may so notify the City
within 15 calendar days of the receipt of the response or the failure to respond, and
demand an informal conference to meet and confer for settlement. Upon such
demand, the City shall schedule a meet and confer conference within 30 calendar
days.
F. The Contractor must comply with the claims filing procedures set forth in
Government Code sections 900 et seq. for any claim or any portion thereof that
remains in dispute, after the meet and confer conference. For purposes of those
provisions, the time within which a claim must be filed shall be tolled from the time
the Contractor submits the written claim until the time the claim is denied, including
any time utilized for the meet and confer conference. Submission of a claim,
properly certified, with all required supporting documentation, and written rejection or
denial of all or part of the claim by the City, is a condition precedent to any action,
proceeding, litigation, suit, general conditions claim, or demand for arbitration by
Contractor.
G. Government Code Claim. In addition to any and all contract requirements
pertaining to notices of and requests for compensation or payment for extra work,
disputed work, construction claims and/or changed conditions, the Contractor must
comply with the claim procedures set forth in Government Code sections 900 et seq.
prior to filing any lawsuit against the City. Such Government Code claims and any
subsequent lawsuit based upon the Government Code claims shall be limited to
those matters that remain unresolved after all procedures pertaining to extra work,
disputed work, construction claims, and/or changed conditions have been followed
by Contractor. If no such Government Code claim is submitted, or if the prerequisite
contractual requirements are not otherwise satisfied as specified herein, Contractor
shall be barred from bringing and maintaining a valid lawsuit against the City.
61147.02100\20950242.3 _93_ 00 72 13-GENERAL CONDITIONS
ARTICLE 49. CITY'S RIGHT TO TERMINATE CONTRACT
A. Termination for Cause by the City:
1. In the sole estimation of the City, if the Contractor refuses or fails to prosecute
the Work or any separable part thereof with such diligence as will insure its
completion within the time specified by the Contract Documents, or any
extension thereof, or fails to complete such Work within such time, or if the
Contractor should be adjudged a bankrupt, or if it should make a general
assignment for the benefit of its creditors, or if a receiver should be appointed on
account of its insolvency, or the Contractor or any of its subcontractors should
violate any of the provisions of this Contract, the City may serve written notice
upon the Contractor and its Surety of the City's intention to terminate this
Contract. This notice of intent to terminate shall contain the reasons for such
intention to terminate this Contract, and a statement to the effect that the
Contractor's right to perform this Contract shall cease and terminate upon the
expiration of ten (10) calendar days unless such violations have ceased and
arrangements satisfactory to the City have been made for correction of said
violations.
2. In the event that the City serves such written notice of termination upon the
Contractor and the Surety, the Surety shall have the right to take over and
perform the Contract. If the Surety does not: (1) give the City written notice of
Surety's intention to take over and commence performance of the Contract within
15 calendar days of the City's service of said notice of intent to terminate upon
Surety; and (2) actually commence performance of the Contract within 30
calendar days of the City's service of said notice upon Surety; then the City may
take over the Work and prosecute the same to completion by separate contract
or by any other method it may deem advisable for the account and at the
expense of the Contractor.
3. In the event that the City elects to obtain an alternative performance of the
Contract as specified above: (1) the City may, without liability for so doing, take
possession of and utilize in completion of the Work such materials, appliances,
plants and other property belonging to the Contractor that are on the site and
reasonably necessary for such completion (A special lien to secure the claims of
the City in the event of such suspension is hereby created against any property
of Contractor taken into the possession of the City under the terms hereof and
such lien may be enforced by sale of such property under the direction of the City
Council without notice to Contractor. The proceeds of the sale after deducting all
expenses thereof and connected therewith shall be credited to Contractor. If the
net credits shall be in excess of the claims of the City against Contractor, the
balance will be paid to Contractor or Contractor's legal representatives.); and (2)
Surety shall be liable to the City for any cost or other damage to the City
necessitated by the City securing an alternate performance pursuant to this
Article.
B. Termination for Convenience by the City:
61147.02100\20950242.3 _94._ 00 72 13-GENERAL CONDITIONS
1. The City may terminate performance of the Work called for by the Contract
Documents in whole or, from time to time, in part, if the City determines that a
termination is in the City's interest.
2. The Contractor shall terminate all or any part of the Work upon delivery to the
Contractor of a Notice of Termination specifying that the termination is for the
convenience of the City, the extent of termination, and the Effective Date of such
termination.
3. After receipt of Notice of Termination, and except as directed by the City's
Representative, the Contractor shall, regardless of any delay in determining or
adjusting any amounts due under this Termination for Convenience clause,
immediately proceed with the following obligations:
a. Stop Work as specified in the Notice.
b. Complete any Work specified in the Notice of Termination in a least
cost/shortest time manner while still maintaining the quality called for under
the Contract Documents.
c. Leave the property upon which the Contractor was working and upon which
the facility (or facilities) forming the basis of the Contract Document is
situated in a safe and sanitary manner such that it does not pose any threat
to the public health or safety.
d. Terminate all subcontracts to the extent that they relate to the portions of the
Work terminated.
e. Place no further subcontracts or orders, except as necessary to complete the
continued portion of the Contract.
f. Submit to the City's Representative, within ten (10) calendar days from the
Effective Date of the Notice of Termination, all of the usual documentation
called for by the Contract Documents to substantiate all costs incurred by the
Contractor for labor, materials and equipment through the Effective Date of
the Notice of Termination. Any documentation substantiating costs incurred
by the Contractor solely as a result of the City's exercise of its right to
terminate this Contract pursuant to this clause, which costs the contractor is
authorized under the Contract documents to incur, shall: (1) be submitted to
and received by the Engineer no later than 30 calendar days after the
Effective Date of the Notice of Termination; (2) describe the costs incurred
with particularity; and (3) be conspicuously identified as "Termination Costs
occasioned by the City's Termination for Convenience."
4. Termination of the Contract shall not relieve Surety of its obligation for any just
claims arising out of or relating to the Work performed.
5. In the event that the City exercises its right to terminate this Contract pursuant to this
clause, the City shall pay the Contractor, upon the Contractor's submission of the
documentation required by this clause and other applicable provisions of the
Contract Documents, the following amounts:
61147.02100\20950242.3 -95- 00 72 13-GENERAL CONDITIONS
a. All actual reimbursable costs incurred according to the provisions of this
Contract.
b. A reasonable allowance for profit on the cost of the Work performed, provided
Contractor establishes to the satisfaction of the City's Representative that it is
reasonably probable that Contractor would have made a profit had the
Contract been completed and provided further, that the profit allowed shall in
no event exceed fifteen (15%) percent of the costs.
c. A reasonable allowance for Contractor's administrative costs in determining
the amount payable due to termination of the Contract under this Article.
C. Notwithstanding any other provision of this Article, when immediate action is
necessary to protect life and safety or to reduce significant exposure or liability, the
City may immediately order Contractor to cease Work on the Project until such safety
or liability issues are addressed to the satisfaction of the City or the Contract is
terminated.
ARTICLE 50. WARRANTY AND GUARANTEE OF WORK
A. Contractor hereby warrants that materials and Work shall be completed in
conformance with the Contract Documents and that the materials and Work provided
will fulfill the requirements of this Warranty. Contractor hereby agrees to repair or
replace, at the discretion of the City, any or all Work that may prove to be defective in
its workmanship, materials furnished, methods of installation or fail to conform to the
Contract Document requirements together with any other Work which may be
damaged or displaced by such defect(s) within a period of one (1) year from the date
of the Notice of Completion of the Project without any expense whatever to the City,
ordinary wear and tear and unusual abuse and neglect excepted. Contractor shall
be required to promptly repair or replace defective equipment or materials, at
Contractor's option. All costs associated with such corrective actions and testing,
including the removal, replacement, and reinstitution of equipment and materials
necessary to gain access, shall be the sole responsibility of the Contractor.
B. For any Work so corrected, Contractor's obligation hereunder to correct defective
Work shall be reinstated for an additional one (1) year period, commencing with the
date of acceptance of such corrected Work. The reinstatement of the one (1) year
warranty shall apply only to that portion of work that was corrected. Contractor shall
perform such tests as City may require to verify that any corrective actions, including,
without limitation, redesign, repairs, and replacements comply with the requirements
of the Contract. In the event of Contractor's failure to comply with the above-
mentioned conditions within ten (10) calendar days after being notified in writing of
required repairs, to the reasonable satisfaction of the City, the City shall have the
right to correct and replace any defective or non-conforming Work and any work
damaged by such work or the replacement or correction thereof at Contractor's sole
expense. Contractor shall be obligated to fully reimburse the City for any expenses
incurred hereunder immediately upon demand.
C. In addition to the warranty set forth in this Article, Contractor shall obtain for City all
warranties that would be given in normal commercial practice and assign to City any
and all manufacturer's or installer's warranties for equipment or materials not
61147.02100\20950242.3 -96- 00 72 13-GENERAL CONDITIONS
manufactured by Contractor and provided as part of the Work, to the extent that such
third-party warranties are assignable and extend beyond the warranty period set
forth in this Article. Contractor shall furnish the City with all warranty and guarantee
documents prior to final Acceptance of the Project by the City as required.
D. When specifically indicated in the Contract Documents or when directed by the
Engineer, the City may furnish materials or products to the Contractor for installation.
In the event any act or failure to act by Contractor shall cause a warranty applicable
to any materials or products purchased by the City for installation by the Contractor
to be voided or reduced, Contractor shall indemnify City from and against any cost,
expense, or other liability arising therefrom, and shall be responsible to the City for
the cost of any repairs, replacement or other costs that would have been covered by
the warranty but for such act or failure to act by Contractor.
E. The Contractor shall remedy at its expense any damage to City-owned or controlled
real or personal property.
F. The City shall notify the Contractor, in writing, within a reasonable time after the
discovery of any failure, defect, or damage. The Contractor shall within ten (10)
calendar days after being notified commence and perform with due diligence all
necessary Work. If the Contractor fails to promptly remedy any defect, or damage;
the City shall have the right to replace, repair or otherwise remedy the defect, or
damage at the Contractor's expense.
G. In the event of any emergency constituting an immediate hazard to health, safety,
property, or licensees, when caused by Work of the Contractor not in accordance
with the Contract requirements, the City may undertake at Contractor's expense, and
without prior notice, all Work necessary to correct such condition.
H. Acceptance of Defective Work.
1. If, instead of requiring correction or removal and replacement of Defective Work,
the City prefers to accept it, City may do so. Contractor shall pay all claims,
costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) attributable to City's evaluation of
and determination to accept such Defective Work and for the diminished value of
the Work.
2. If any acceptance of defective work occurs prior to release of the Project
Retention, a Change Order will be issued incorporating the necessary revisions
in the Contract Documents with respect to the Work, and City shall be entitled to
an appropriate decrease in the Contract Price, reflecting the diminished value of
Work and all costs incurred by City.
3. If the Project Retention is held in an escrow account as permitted by the Contract
Documents, Contractor will promptly alert the escrow holder, in writing, of the
amount of Retention to be paid to City.
4. If the acceptance of Defective Work occurs after release of the Project Retention,
an appropriate amount will be paid by Contractor to City.
61147.02100\20950242.3 -97- 00 72 13-GENERAL CONDITIONS
I. City May Correct Defective Work.
1. If Contractor fails within a reasonable time after written notice from City's
Representative to correct Defective Work, or to remove and replace rejected
Work as required by City, or if Contractor fails to perform the Work in accordance
with the Contract Documents, or if Contractor fails to comply with any other
provision of the Contract Documents, City may, after seven (7) Days' written
notice to Contractor, correct, or remedy any such deficiency.
2. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work
and suspend Contractor's services related thereto, take possession of
Contractor's tools, appliances, construction equipment and machinery at the Site,
and incorporate in the Work all materials and equipment stored at the Site or for
which City has paid Contractor but which are stored elsewhere. Contractor shall
allow City and City's Representative, and the agents, employees, other
contractors, and consultants of each of them, access to the Site to enable City to
exercise the rights and remedies to correct the Defective Work.
3. All claims, costs, losses, and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) incurred or sustained by City
correcting the Defective Work will be charged against Contractor, and a Change
Order will be issued incorporating the necessary revisions into the Contract
Documents with respect to the Work; and City shall be entitled to an appropriate
decrease in the Contract Price.
4. Such claims, costs, losses and damages will include, but not be limited to, all
costs of repair, or replacement of work of others destroyed or damaged by
correction, removal, or replacement of Defective Work.
5. If the Change Order is executed after all payments under the Contract have been
paid by City and the Project Retention is held in an escrow account as permitted
by the Contract Documents, Contractor will promptly alert the escrow holder, in
writing, of the amount of Retention to be paid to City.
6. If the Change Order is executed after release of the Project Retention, an
appropriate amount will be paid by Contractor to City.
7. Contractor shall not be allowed an extension of the Contract Times because of
any delay in the performance of the Work attributable to City correcting Defective
work.
J. Nothing in the Warranty or in the Contract Documents shall be construed to limit the
rights and remedies available to City at law or in equity, including, but not limited to,
Code of Civil Procedure section 337.15.
61147.02100\20950242.3 _98_ 00 72 13-GENERAL CONDITIONS
ARTICLE 51. DOCUMENT RETENTION & EXAMINATION
A. In accordance with Government Code section 8546.7, records of both the City and
the Contractor shall be subject to examination and audit by the State Auditor General
for a period of three (3) years after final payment.
B. Contractor shall make available to the City any of the Contractor's other documents
related to the Project immediately upon request of the City.
C. In addition to the State Auditor rights above, the City shall have the right to examine
and audit all books, estimates, records, contracts, documents, bid documents,
subcontracts, and other data of the Contractor (including computations and
projections) related to negotiating, pricing, or performing the modification in order to
evaluate the accuracy and completeness of the cost or pricing data at no additional
cost to the City, for a period of four (4) years after final payment.
ARTICLE 52. SEPARATE CONTRACTS
A. The City reserves the right to let other contracts in connection with this Work or on
the Project site. Contractor shall permit other contractors reasonable access and
storage of their materials and execution of their work and shall properly connect and
coordinate its Work with theirs.
B. To ensure proper execution of its subsequent Work, Contractor shall immediately
inspect work already in place and shall at once report to the Engineer any problems
with the Work in place or discrepancies with the Contract Documents.
C. Contractor shall ascertain to its own satisfaction the scope of the Project and nature
of any other contracts that have been or may be awarded by the City in prosecution
of the Project to the end that Contractor may perform this Contract in the light of such
other contracts, if any. Nothing herein contained shall be interpreted as granting to
Contractor exclusive occupancy at site of the Project. Contractor shall not cause any
unnecessary hindrance or delay to any other contractor working on the Project. If
simultaneous execution of any contract for the Project is likely to cause interference
with performance of some other contract or contracts, the Engineer shall decide
which Contractor shall cease Work temporarily and which contractor shall continue
or whether work can be coordinated so that contractors may proceed simultaneously.
The City shall not be responsible for any damages suffered or for extra costs
incurred by Contractor resulting directly or indirectly from award, performance, or
attempted performance of any other contract or contracts on the Project site.
ARTICLE 53. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party
as designated in the Bid Forms. Written notice to the Contractor shall be addressed to
Contractor's principal place of business unless Contractor designates another address in writing
for service of notice. Notice to City shall be addressed to the City as designated in the Notice
Inviting Bids unless City designates another address in writing for service of notice. Notice shall
be effective upon receipt or five (5) calendar days after being sent by first class mail, whichever
is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the
receiving party.
61147.02100\20950242.3 _99_ 00 72 13-GENERAL CONDITIONS
ARTICLE 54. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code section 9201, the City shall provide the Contractor with timely
notification of the receipt of any third-party claims relating to the Contract. The City is entitled to
recover reasonable costs incurred in providing such notification.
ARTICLE 55. STATE LICENSE BOARD NOTICE
Contractors are required by law to be licensed and regulated by the Contractors' State License
Board which has jurisdiction to investigate complaints against contractors if a complaint
regarding a patent act or omission is filed within four (4) years of the date of the alleged
violation. A complaint regarding a latent act or omission pertaining to structural defects must be
filed within ten (10) years of the date of the alleged violation. Any questions concerning a
contractor may be referred to the Registrar, Contractors' State License Board, P.O. Box 26000,
Sacramento, California 95826.
ARTICLE 56. INTEGRATION
A. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice
by any party or person shall affect or modify any of the terms or obligations
contained in the Contract Documents.
B. Contract Documents Represent Entire Contract. The Contract Documents
represent the entire agreement of the City and Contractor.
ARTICLE 57. ASSIGNMENT OF CONTRACT
Contractor shall not assign, transfer, convey, sublet or otherwise dispose of the rights or title of
interest of any or all of this contract without the prior written consent of the City. Any
assignment or change of Contractor's name of legal entity without the written consent of the City
shall be void. Any assignment of money due or to become due under this Contract shall be
subject to a prior lien for services rendered or Material supplied for performance of Work called
for under the Contract Documents in favor of all persons, firms, or corporations rendering such
services or supplying such Materials to the extent that claims are filed pursuant to the Civil
Code, the Code of Civil Procedure or the Government Code.
ARTICLE 58. CHANGE IN NAME AND NATURE OF CONTRACTOR'S LEGAL ENTITY
Should a change be contemplated in the name or nature of the Contractor's legal entity, the
Contractor shall first notify the City in order that proper steps may be taken to have the change
reflected on the Contract and all related documents. No change of Contractor's name or nature
will affect City's rights under the Contract, including but not limited to the bonds.
ARTICLE 59. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Public Contract Code section 7103.5, in entering into a public works contract or
subcontract to supply goods, services, or materials pursuant to a public works contract,
Contractor or subcontractor offers and agrees to assign to the City all rights, title, and interest in
and to all causes of action it may have under Section 4 of the Clayton Act (15 USC, Section 15)
or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7
of the Business and Professions Code), arising from the purchase of goods, services, or
61147.02100\20950242.3 _100- 00 72 13-GENERAL CONDITIONS
materials pursuant to this contract or any subcontract. This assignment shall be made and
become effective at the time the City tenders final payment to the Contractor, without further
acknowledgment by the parties.
ARTICLE 60. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of the City to
negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising,
making, accepting or approving any engineering, inspection, construction or material supply
contract or any subcontract in connection with construction of the project, shall be or become
directly or indirectly interested financially in the Contract.
ARTICLE 61. CONTROLLING LAW
Notwithstanding any subcontract or other contract with any subcontractor, supplier, or other
person or organization performing any part of the Work, this Contract shall be governed by the
law of the State of California excluding any choice of law provisions.
ARTICLE 62. JURISDICTION; VENUE
Contractor and any subcontractor, supplier, or other person or organization performing any part
of the Work agrees that any action or suits at law or in equity arising out of or related to the
bidding, award, or performance of the Work shall be maintained in the Superior Court of Orange
County, California, and expressly consent to the jurisdiction of said court, regardless of
residence or domicile, and agree that said court shall be a proper venue for any such action.
ARTICLE 63. LAWS AND REGULATIONS
A. Contractor shall give all notices and comply with all laws, ordinances, rules and
regulations bearing on conduct of work as indicated and specified. If Contractor
observes that drawings and specifications are at variance therewith, it shall promptly
notify the Engineer in writing and any necessary changes shall be adjusted as
provided for in this Contract for changes in work. If Contractor performs any work
knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Engineer, it shall bear all costs arising therefrom.
B. Contractor shall be responsible for familiarity with the Americans with Disabilities Act
("ADA") (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with
ADA regulations.
ARTICLE 64. PATENTS
Contractor shall hold and save the City, officials, officers, employees, and authorized volunteers
harmless from liability of any nature or kind of claim therefrom including costs and expenses for
or on account of any patented or unpatented invention, article or appliance manufactured,
furnished or used by Contractor in the performance of this contract.
ARTICLE 65. OWNERSHIP OF CONTRACT DOCUMENTS
All Contract Documents furnished by the City are City property. They are not to be used by
Contractor or any subcontractor on other work nor shall Contractor claim any right to such
61147.02100\20950242.3 -101- 00 72 13-GENERAL CONDITIONS
documents. With exception of one complete set of Contract Documents, all documents shall be
returned to the City on request at completion of the Work.
ARTICLE 66. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code section 107.6, the Contract Documents may
create a possessory interest subject to personal property taxation for which Contractor will be
responsible.
ARTICLE 67. SURVIVAL OF OBLIGATIONS
All reresentations, indemnifications, warranties, and guarantees made in, required by, or given
in accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
61147.02100\20950242.3 _102_ 00 72 13-GENERAL CONDITIONS
00 73 13— SPECIAL CONDITIONS
1.1 Engineer of Record.
A. For purposes of this Project, the Engineer of Record or Engineer shall be:
1.2 Location of the Project.
A. The Project is located
B. The general location of the Project is shown on City Drawing No.
1.3 Deleted.
1.4 Status of the Project Area and Rights-of-Way.
A. City, at its expense, will provide all rights-of-way or permits, or both, covering the
crossing of private property and public and private rights-of-way necessary for the
permanent Work; provided, however, Contractor shall, at its expense, obtain any
bonds or insurance policies or pay any fees and enter into any agreements required
by a controlling authority, e.g., Caltrans or Southern Pacific Railroad Company,
before Contractor enters upon any property or right-of-way under the jurisdiction of
any such controlling authority for the purpose of performing Work.
B. City has acquired or is negotiating to acquire any rights-of-way, or both, necessary
for the permanent Work.
C. If such permits are required, all operations of Contractor shall conform to the
restrictions, regulations, and requirements set forth in said permits, copies of which
will be included in the Contract Documents.
D. Contractor may be required, as a condition for receiving final payment, to obtain, and
provide City's Representative with copies of, executed damage releases from the
owners of public and private property whose property has been damaged by the
Work. The damage releases will be on a form provided by City.
E. Contractor shall, also, as a condition for receiving final payment, obtain, and provide
City's Representative with copies of, executed damage releases from the owners of
certain public and private property or areas which have been crossed by the Work or
otherwise affected by the Work. The damage releases will be on a form provided by
City.
1.5 Site Data.
A. The data provided herein is for the information of Contractor and is subject to all
limitations and conditions set forth in the Contract Documents.
B. Subsurface Exploration Data. The following data are available:
1. See Project Manual.
61147.02100\20950242.3 -103- 00 73 13-SPECIAL CONDITIONS
C. Other Site Data. None.
1.6 Pre-Purchased or Pre-Negotiated Material.
[NOT USED.]
1.7 Designation of City's Representative.
A. Unless otherwise modified by City, City's Representative shall be Paul Meshkin.
1.8 Modification of Hours of Work.
[NOT USED.]
1.9 Project Retention
In accordance with Public Contract Code § 7201, City will withhold 5% of each progress
payment as retention on the Project.
1.10 Liquidated Damages Due to Contractor Delay.
A. Time is of the essence. Should Contractor fail to complete all or any part of the Work
within the time specified in the Contract Documents, City will suffer damage, the
amount of which is difficult, if not impossible, to ascertain and, pursuant to the
authority of Government Code section 53069.85, City shall therefore be entitled to
500 per Day as liquidated damages for each Day or part thereof that actual
completion extends beyond the time specified.
B. Liquidated damages may be deducted from progress payments due Contractor,
Project retention or may be collected directly from Contractor, or from Contractor's
surety. These provisions for liquidated damages shall not prevent City, in case of
Contractor's default, from terminating the Contractor.
1.11 Utility Outages — Notices to Residents.
A. Should Contractor's operations require interruption of any utility service, Contractor
shall notify City at least ten (10) Days prior to the scheduled outage. Contractor will
notify all impacted residents on a form provided by City at least seven (7) Days prior
to the scheduled outage.
B. Contractor shall be responsible for providing, at its cost, any temporary utility or
facilities necessitated by the utility outage.
1.12 Schedule Constraints.
NOT USED.
1.13 Noise Restrictions
A. Contractor shall use only such equipment on the Work and in such state of repair so
that the emission of sound therefrom is within the noise tolerance level of that
equipment as established by Cal/OSHA.
61147.02100\20950242.3 -104- 00 73 13-SPECIAL CONDITIONS
B. Contractor shall comply with the most restrictive of the following: (1) local sound
control and noise level rules, regulations and ordinances and (2) the requirements
contained in these Contract Documents, including hours of operation requirements.
C. No internal combustion engine shall be operated on the Project without a muffler of
the type recommended by the manufacturer. Should any muffler or other control
device sustain damage or be determined to be ineffective or defective, the
Contractor shall promptly remove the equipment and shall not return said equipment
to the job until the device is repaired or replaced. Said noise and vibration level
requirements shall apply to all equipment on the job or related to the job, including
but not limited to, trucks, transit mixers or transit equipment that may or may not be
owned by the Contractor.
1.14 Safety Programs.
A. In addition to all other safety requirements of the Contract Documents, Contractor
must comply with Metrolink/Amtrack Safety Requirements at all times during the
completion of the Work. This includes presence of Flagman at all times during
construction activities.
B. City has considered these Safety Programs when determining the Contract Times
and no additional time or compensation will be added to the Contract due to these
Programs.
1.15 Coordination with Metrolink/Amtrack.
A. In addition to the Contract requirements relating to other work at the Site, City
anticipates that other contractors will be performing work within the Site.
Specifically:Metrolink and/or Amtrack.
B. City has considered these other contractors when determining the Contract Times
and no additional time or compensation will be added to the Contract due to these
other contractors.
END OF SPECIAL CONDITIONS
61147.02100\20950242.3 _105_ 00 73 13-SPECIAL CONDITIONS
01 00 00 —GENERAL REQUIREMENTS
PART 1 -- GENERAL
1.1 DESCRIPTION
A. Repair and reconstruction of the Trellis Roof at the Train Station on Verdugo Street.
1.2 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
PART 2 -- PRODUCTS (NOT USED)
PART 3 -- EXECUTION
3.1 LAYOUT OF WORK AND QUANTITY SURVEYS
A. General. The Contractor shall utilize a properly licensed surveyor to perform all layout
surveys required for the control and completion of the Work, and all necessary surveys
to compute quantities of Work performed.
City and/or the Engineer of Record has established primary control to be used by
the Contractor for establishing lines and grades required for the Work.
Primary control consists of benchmarks and horizontal control points in the vicinity of
the Work. A listing and identification of the primary control is provided on the
Drawings. Before beginning any layout work or construction activity, the Contractor
shall check and verify primary control, and shall advise the City Representative of
any discrepancies.
B. Quantity surveys. The Contractor shall perform such surveys and computations as
are necessary to determine quantities of Work performed or placed during each
progress payment period, and shall perform all surveys necessary for the City
Representative to determine final quantities of Work in place. The City
Representative will determine final quantities based upon the survey data provided by
the Contractor, and the design lines and grades. If requested by the City
Representative, the Contractor shall provide an electronic copy of data used for
quantity computations.
All surveys performed for measurement of final quantities of Work and material shall
be subject to approval of City's Representative. Unless waived by City's
Representative in each specific case, quantity surveys made by the Contractor shall
be made in the presence of City's Representative.
C. Surveying
1. Accuracy. Degree of accuracy shall be an order high enough to satisfy tolerances
specified for the Work and the following:
61147.02100\20950242.3 _106_ 01 00 00-GENERAL REQUIREMENTS
(a) Right-of-way and alignment of tangents and curves shall be within 0.1 foot.
(b) Structure points shall be set within 0.01 foot, except where operational
function of the special features or installation of metalwork and equipment
require closer tolerances. When formwork has been placed and is ready for
concrete, the Contractor shall check the formwork for conformance with the
drawings and to ensure that the forms are sufficiently within the tolerance
limits for the completed work.
(c) Cross-section points shall be located within 0.1 foot, horizontally and
vertically.
(d) Aerial Mapping shall meet National Mapping Standards for 2-foot
contour intervals.
D. Records. Survey data shall be recorded in accordance with recognized professional
surveying standards. Original field notes, computations, and other surveying data
shall be recorded on electronic data collectors or in standard field books and must be
of sufficient quality to enable the Contractor to prepare accurate record drawings as
required by the Contract Documents.
E. Cost. Unless otherwise called for by the Contract Documents, the cost of all material,
equipment, and labor required for surveys for the layout of work and quantity surveys
shall be included in the Schedule of Pay Items for items of work requiring the surveys.
No additional compensation shall be made to the Contractor for this Work.
3.2 SCHEDULE
A. Estimated Schedule. Within 14 Days after the issuance of the Notice to Proceed,
Contractor shall prepare a Project schedule and shall submit this to the Engineer for
Approval. The receipt or Approval of any schedules by the Engineer or the City shall
not in any way relieve the Contractor of its obligations under the Contract
Documents. The Contractor is fully responsible to determine and provide for any and
all staffing and resources at levels which allow for good quality and timely completion
of the Project. Contractor's failure to incorporate all elements of Work required for
the performance of the Contract or any inaccuracy in the schedule shall not excuse
the Contractor from performing all Work required for a completed Project within the
specified Contract time period. If the required schedule is not received by the time
the first payment under the Contract is due, Contractor shall not be paid until the
schedule is received, reviewed and accepted by the Engineer.
B. Schedule Contents. The schedule shall indicate the beginning and completion dates
of all phases of construction; critical path for all critical, sequential time related
activities; and "float time" for all "slack" or "gaps" in the non-critical activities. The
schedule shall clearly identify all staffing and other resources which in the
Contractor's judgment are needed to complete the Project within the time specified
for completion. The overall Project Schedule duration shall be within the Contract
time.
C. Schedule Updates. Contractor shall continuously update its construction schedule.
Contractor shall submit an updated and accurate construction schedule to the
Engineer monthly when requested to do so by Engineer. Contractor shall also
61147.02100\20950242.3 -107- 01 00 00-GENERAL REQUIREMENTS
submit schedules showing a three week detailed look-ahead at bi-weekly meetings
conducted with the City. The Engineer may withhold progress payments or other
amounts due under the Contract Documents if Contractor fails to submit an updated
and accurate construction schedule.
3.3 TEMPORARY FIELD OFFICE
NOT USED.
A. Utility Services. Contractor, at its expense, shall arrange for, develop and maintain
all utilities, including but not limited to water, electric power, sewage disposal and
telephone communications, at the Site to meet the requirements of the Work.
B. Sanitation. The Contractor shall provide sanitary facilities for all persons working on
the project. These facilities shall be kept clean and shall not be unsightly or produce
odors.
3.4 PROTECTION OF WORK AND PROPERTY
A. All traffic detector loops, fences, walls, culverts, property line monuments, or other
obstructions (except property line monuments within five (5) feet of the centerline of
the mains) which are removed, damaged, or destroyed in the course of the Work,
shall be replaced or repaired to the original condition. If Contractor provides the City
with reasonable notice of the need for such repair or replacement, it shall be
performed by the City. If the Contractor fails to provide the City with reasonable
notice, the repair or replacement shall be performed by and at the expense of the
Contractor to the satisfaction of the City, whether or not those obstructions have
been shown on the Plans, unless otherwise stated herein. It is then the Contractor's
responsibility to employ at its expense a Licensed Land Surveyor to restore all
property line monuments located more than five (5) feet from the centerline of the
mains, which are destroyed or obliterated. Property line monuments located within
five (5) feet of the centerline of the mains will be replaced by the City at no expense
to the Contractor, provided the City is notified at least 48 hours before the property
line monuments are damaged.
B. Contractor shall provide such heat, covering, and enclosures as are necessary to
protect all Work, materials, equipment, appliances, and tools against damage by
weather conditions.
C. Contractor shall take adequate precautions to protect existing sidewalks, curbs,
pavements, utilities, and other adjoining property and structures, and to avoid
damage thereto, and Contractor shall repair any damage thereto caused by the Work
operations. Contractor shall:
1. Enclose the working area with a substantial barricade, and arrange work to
cause minimum amount of inconvenience and danger to the public.
2. Provide substantial barricades around any shrubs or trees indicated to be
preserved.
3. Deliver materials to the Project site over a route designated by the Engineer.
61147.02100\20950242.3 -108- 01 00 00-GENERAL REQUIREMENTS
4. Provide any and all dust control required and follow the Applicable air quality
regulations as appropriate. If the Contractor does not comply, the City shall have
the immediate authority to provide dust control and deduct the cost from
payments to the Contractor.
5. Confine Contractor's apparatus, the storage of materials, and the operations of
its workers to limits required by law, ordinances, permits, or directions of the
Engineer. Contractor shall not unreasonably encumber the Project site with its
materials.
6. Take care to prevent disturbing or covering any survey markers, monuments, or
other devices marking property boundaries or corners. If such markers are
disturbed by accident, they shall be replaced by a civil engineer or land surveyor
acceptable to the City, at no cost to the City.
7. Ensure that existing facilities, fences and other structures are all adequately
protected and that, upon completion of all Work, all facilities that may have been
damaged are restored to a condition acceptable to the City.
8. Preserve and protect from injury all buildings, pole lines and all direction, warning
and mileage signs that have been placed within the right-of-way.
9. At the completion of work each day, leave the Project site in a clean, safe
condition.
10. Comply with any stage construction and traffic control plans. Access to
residences and businesses shall be maintained at all times, unless otherwise
permitted in writing by the City.
D. These precautionary measures will apply continuously and not be limited to normal
working hours. Full compensation for the Work involved in the preservation of life,
safety and property as above specified shall be considered as included in the prices
paid for the various contract items of Work, and no additional allowance will be made
therefore.
E. Should damage to persons or property occur as a result of the Work, Contractor shall
be responsible for proper investigation, documentation, including video or
photography, to adequately memorialize and make a record of what transpired. The
City shall be entitled to inspect and copy any such documentation, video, or
photographs.
3.5 SITE CONDITIONS SURVEYS
A. Work Included.
Contractor shall conduct thorough pre-construction and post-construction site
condition surveys of the entire project area. Site Conditions surveys shall include
written documentation of the conditions found, as well as photographs and video
recordings of the area within at least 80 feet of any construction area and staging
area. The written notes, photographs, and video shall be suitable for forensic
purposes to resolve any damage claims that may arise as a result of construction.
61147.02100\20950242.3 _109_ 01 00 00-GENERAL REQUIREMENTS
B. Submittals.
1. Written documentation of site condition survey at pre-construction and post-
construction.
2. Photographs as described herein of pre-construction and post-construction
conditions.
3. Video recordings as described herein of pre-construction and post-construction
conditions.
4. Submittals shall be made within three days of the surveys. All post-construction
data shall be submitted prior to the final project inspection.
C. Site Condition Written Documentation.
Written documentation shall include the time, date, and conditions under which the
site survey was made. The documentation shall note the condition of structures,
pavement, sidewalks, utilities, fences, and etc. within the work areas.
D. Photographs.
1. General — Contractor shall take enough photographs during each site survey to
provide a record of conditions existing prior to construction and conditions after
construction. Pre-construction photographs shall be taken prior to any
construction or mobilization of equipment, but not more that one week prior to
actual start of work. The pre-construction photographs may be staged at
different times to match the progression of the Work.
2. The photographs shall document existing damage to public and private facilities,
both prior to and after construction. Conditions to be documented include, but
are not limited to: sidewalk cracks, broken curbs, separated property walls,
improvements within public right-of-ways, access roads used, utility covers and
markings, signs, pavement striping, pavement, unique or unusual conditions,
adjacent driveways, landscaping, survey markers, and any feature directed by
the Engineer. Private property that is adjacent to the public right-of-way shall be
documented to the extent visible from the public right-of-way.
3. Photographs shall include items to indicate scale, as needed. In particular,
scales or other items shall be laid next to close ups of structural cracks and other
damaged areas being recorded. Scaling shall also be used to document
elevation differences, as needed.
4. One set of color prints shall be submitted. Additional sets shall be available for
reviewing in settling any construction disputes. A set of photos shall also be
furnished in electronic format. The resolution shall be at least equal to 7 mega-
pixels. All photos shall be documented as to time and date taken, photographer,
project number, location, and orientation. Documentation shall include a brief
description of objects photographed.
E. Video Recording.
61147.02100\20950242.3 _110- 01 00 00-GENERAL REQUIREMENTS
1. Video recordings shall document the conditions of the entire area affected by
construction, as well as nearby structures and facilities. The general
documentation requirements for videos are the same as for photographs. Video
recorders shall accurately and continuously record the time and date.
2. Video recordings shall include an audio portion made simultaneously during the
videoing. The audio recording shall describe the location, time, orientation, and
objects being recorded. Special commentary shall be provided for unusual
conditions or damage noted.
3. Video equipment shall be capable of producing high resolution images and shall
have zoom capabilities.
4. Video recordings shall provide an overall picture of the sites and shall provide
detailed images of damaged areas. Video shall extend to the maximum height of
structures.
5. The Engineer shall have the right to reject any audio video recordings submitted
with unintelligible audio, uncontrolled pan or zoom, or of poor quality. Video
recordings shall be repeated when rejected.
6. Video recordings shall be submitted with labels indicating the project, date,
recorder, and other pertinent information. Recordings shall be submitted on
standard DVDs in a standard format.
F. Timing.
Contractor shall provide written notice of the time scheduled for the site conditions
survey and the place it is to begin. Contractor shall obtain the Engineer's
concurrence prior to beginning the condition survey. The Engineer reserves the right
to cancel the survey due to weather conditions or other problems. Videoing shall be
done during times of good visibility and no videoing or photography shall be done
during periods of visible precipitation or when standing water obscures pavement.
Contractor shall provide the Engineer with an opportunity to have a representative
present when taking the photos and provide guidance during photographing.
G. Site Surveyor.
The site condition surveyor(s) shall be experienced in construction and potential
damage concerns. The site condition surveyor(s) shall be familiar with the
photography and video equipment being used.
H. Field Quality Control.
Prior to submitting videos and photographs, the Contractor shall spot check the
photos and videos in the field to insure they accurately reflect the actual conditions
and to insure they are correctly labeled.
I. Soils Compaction Testing.
61147.02100\20950242.3 -111- 01 00 00-GENERAL REQUIREMENTS
1. All soils compaction testing will be done by a licensed geotechnical engineer
furnished by the City. Soils compaction testing will be done for all footings and
foundations prior to placement of rebar or concrete.
2. For pipeline construction, soil compaction testing will be done at 100-foot
intervals at the bottom of the trench prior to placement of pipe bedding; at the top
of the pipe bedding above the pipe; every two vertical feet of trench backfill; at
the top of the trench backfill, which sould be the bottom of the pavement section;
and at the top of the aggregate base prior to pavement construction.
3.6 SUBMITTAL REQUIREMENTS FOR MANUALS AND RECORD DRAWINGS
A. General. The Contractor shall furnish all materials and perform all Work required for
furnishing submittals to City in accordance with Contract Documents.
B. Technical Manuals.
1. The Contractor shall submit technical operation and maintenance information for
each item of mechanical, electrical and instrumentation equipment in an organized
manner in the Technical Manual. It shall be written so that it can be used and
understood by City's operation and maintenance staff.
2. The Technical Manual shall be subdivided first by specification section number;
second, by equipment item; and last, by"Category." "Categories"shall conform to
the following (as applicable):
(a) Category 1 - Equipment Summary:
(1) Summary: A summary table shall indicate the equipment name,
equipment number, and process area in which the equipment is
installed.
(b) Category 2 - Operational Procedures:
(1) Procedures: Manufacturer-recommended procedures on the following
shall be included in Part 2:
a. Installation
b. Adjustment
c. Startup
d. Location of controls, special tools, equipment required, or related
instrumentation needed for operation
e. Operation procedures
f. Load changes
g. Calibration
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h. Shutdown
i. Troubleshooting
j. Disassembly
k. Reassembly
I. Realignment
m. Testing to determine performance efficiency
n. Tabulation of proper settings for all pressure relief valves, low and
high pressure switches, and other protection devices
o. List of all electrical relay settings including alarm and contact
settings
(c) Category 3 - Preventive Maintenance Procedures:
(1) Procedures: Preventive maintenance procedures shall include all
manufacturer-recommended procedures to be performed on a
periodic basis, both by removing and replacing the equipment or
component, and by leaving the equipment in place.
(2) Schedules: Recommended frequency of preventive maintenance
procedures shall be included. Lubrication schedules, including
lubricant SAE grade, type, and temperature ranges, shall be covered.
(d) Category 4 - Parts List:
(1) Parts List: A complete parts list shall be furnished, including a
generic description and manufacturer's identification number for each
part. Addresses and telephone numbers of the nearest supplier and
parts warehouse shall be included.
(2) Drawings: Cross-sectional or exploded view drawings shall
accompany the parts list.
(e) Category 5 - Wiring Diagrams:
(1) Diagrams: Part 5 shall include complete internal and connection
wiring diagrams for electrical equipment items.
(f) Category 6 - Shop Drawings:
(1) Drawings: This part shall include approved shop or fabrication
drawings, complete with dimensions.
(g) Category 7 - Safety:
(1) Procedures: This part describes the safety precautions to be taken
when operating and maintaining the equipment or working near it.
61147.02100\20950242.3 -113- 01 00 00-GENERAL REQUIREMENTS
(h) Category 8 - Documentation:
(1) All equipment warranties, affidavits, and certifications required by the
Technical Specifications shall be placed in this part.
3. The Contractor shall furnish to City six (6) identical Technical Manuals. Each set
shall consist of one or more volumes, each of which shall be bound in a
standard binder.
C. Spare Parts List - The Contractor shall furnish to City six (6) identical sets of spare
parts information for all mechanical, electrical, and instrumentation equipment. The
spare parts list shall include the current list price of each spare part. The spare parts
list shall include those spare parts which each manufacturer recommends be
maintained by City in inventory. Each manufacturer or supplier shall indicate the
name, address, and telephone number of its nearest outlet of spare parts to assist
City in ordering. The Contractor shall cross-reference all spare parts lists to the
equipment numbers designated in the Contract Documents. The spare parts lists shall
be bound in standard size, 3-ring binder.
D. Record Drawings
1. The Contractor shall maintain one record set of Drawings at the Site. On these, it
shall mark all Project conditions, locations, configurations, and any other changes
or deviations which may vary from the information represented in the original
Contract Documents, including buried or concealed construction and utility
features which are revealed during the course of construction. Special attention
shall be given to recording the horizontal and vertical location of all buried utilities
that differ from the locations indicated, or which were not indicated on the Contract
Drawings. Said record drawings shall be supplemented by any detailed sketches
as necessary or directed to fully indicate the Work as actually constructed. These
master record drawings of the as-built conditions, including all revisions made
necessary by Addenda and Change Orders shall be maintained up-to-date during
the progress of the Project. Red ink shall be used for alterations and notes. Notes
shall identify relevant Change Orders by number and date.
2. For all Projects involving the installation of any pipeline, Contractor shall survey
and record the top of the pipe at a minimum of every 100 linear feet, and at each
bend, recording both the horizontal and vertical locations.
3. Record drawings shall be accessible to City's Representative at all times during
the construction period. Failure on the Contractor's part to keep record drawings
current could result in withholding partial payment.
4. Upon Completion of the Project and as a condition of final acceptance, the
Contractor shall finalize and deliver a complete set of Record Drawings to City's
Representative. The information submitted by the Contractor will be assumed to
be correct, and the Contractor shall be responsible for, and liable to City, for the
accuracy of such information, and for any errors or omissions which may or may
not appear on the Record Drawings.
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E. Cost. Unless otherwise called for by the Contract Documents, the cost of all material,
equipment, and labor required to complete the Manuals and Record Drawings shall
be included in Contractor's bid and distributed in the Schedule of Pay. No additional
compensation shall be made to the Contractor for this Work.
3.7 MATERIALS
A. Materials to be Furnished by the Contractor
1. Inspection of Materials. Materials furnished by the Contractor which will become a
part of the Project shall be subject to inspection at any one or more of the
following locations, as determined by City's Representative: at the place of
production or manufacture, at the shipping point, or at the site of the Work. To
allow sufficient time to provide for inspection, the Contractor shall submit to
City's Representative, at the time of issuance, copies of purchase orders or other
written instrument confirming procurement of the materials, including drawings
and other pertinent information, covering materials on which inspection will be
made.
2. No later than fourteen (14) Days prior to manufacture of material, Contractor
shall inform City's Representative, in writing, the date the material is to be
manufactured.
3. Contractors Obligations. The inspection of materials at any of the locations
specified above or the waiving of the inspection thereof shall not impact whether
the materials and equipment conform to the Contract Documents. Contractor will
not be relieved from furnishing materials meeting the requirements of the Contract
Documents due to City's inspection or lack of inspection of the equipment or
materials. Acceptance of any materials will be made only after materials are
installed in the Project.
4. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to accommodate City's testing efforts,
including any travel required by Contractor's forces, shall be included in
Contractor's bid and distributed in the Schedule of Pay Items related to the
materials requiring testing. No additional compensation shall be made to the
Contractor for this Work.
3.8 LOCAL CONDITIONS AND REQUIREMENTS
A. Access to Work and Haul Routes
1. General. All work on the rights-of-way necessary for access to the Site shall be
performed by the Contractor.
2. Access, Damage, Restoration. The Contractor shall make his own investigation of
the condition of available public or private roads and of clearances,
restrictions, bridge-load limits, permit or bond requirements, and other limitations
that affect or may affect transportation and ingress or egress at the Site. Claims
for changes in Contract Price or Contract Times arising out of the unavailability
of transportation facilities or limitations thereon shall not be considered by City.
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3. The Contractor shall maintain and repair any damage arising out of Contractor's
operations to all roads used during construction of the Project, and upon
completion of all Work, but prior to final acceptance, the roads shall be restored
to their original condition. Prior to using any road for access to the Site, the
Contractor shall conduct a photograph and/or video survey of the roadway with a
copy submitted to City's Representative.
4. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to complete this Work, shall be included in
Contractor's bid and distributed in the Schedule of Pay Items. No additional
compensation shall be made to the Contractor for this Work.
B. Power. Contractor shall provide at its own expense all necessary power required for
operations under the contract. The Contractor shall provide and maintain in good
order such modern equipment and installations as shall be adequate in the opinion of
the Engineer to perform in a safe and satisfactory manner the Work required by the
contract.
C. Construction Water.
1. Construction water shall not be used for purposes other than those required to
satisfactorily complete the contract.
2. All connections to the City's water system used for the purposes of obtaining
construction water shall utilize a temporary construction meter and backflow
prevention device supplied by the City. The City-furnished backflow prevention
device shall be tested immediately after installation and the construction meter
and backflow prevention device shall not be placed into service until the backflow
prevention device passes such tests. Backflow prevention device testing shall be
performed in accordance with the most recent edition of the Manual of Cross-
Connection Control as published by the University of Southern California by a
person selected from City of San Juan Capistrano "City-Approved Certified
Backflow Assembly Testers" list, and test results shall be provided to the
Engineer. If the temporary construction meter and backflow prevention device
are moved to alternate location(s) during construction, the backflow prevention
device shall again be tested as described above immediately after re-installation.
3. For each temporary construction meter requested by the Contractor for the
performance of work under this contract, an amount equivalent to the deposit
requirement for temporary construction meters listed in the current approved
version of the City's Policies and Procedures Manual shall be withheld from the
final contract payment until the temporary construction meters are returned.
D. Operation of Existing Water Facilities
1. The Contractor shall not operate any of the existing water systems, including
pumps, motors, and hydrants, but shall contact the City two (2) working days in
advance with a list and location of the water system facilities that will require
operating, opening, stopping, or closure by the City.
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2. At the option of the Engineer, the Contractor may be permitted to operate valves
for the purpose of making connections to existing mains. The City will perform all
notification to existing customers regarding temporary loss of service.
3. Contractor shall submit a request on City's standard form for any shut-down of
existing water facilities.
E. Construction at Existing Utilities
1. General. Where the Work to be performed crosses or otherwise interferes with
water, sewer, gas, or oil pipelines; buried cable; or other public or private utilities,
the Contractor shall perform construction in such a manner so that no damage
will result to either public or private utilities. It shall be the responsibility of the
Contractor to determine the actual locations of, and make accommodates to
maintain, all utilities.
2. Permission, Notice and Liability. Before any utility is taken out of service,
permission shall be obtained by the Contractor from the owner. The owner, any
impacted resident or business owner and the City Representative will be advised
of the nature and duration of the utility outage as well as the Contractor's plan for
providing temporary utilities if required by the owner. The Contractor shall be
liable for all damage which may result from its failure to maintain utilities during
the progress of the Work, and the Contractor shall indemnify City as required by
the Contract Documents from all claims arising out of or connected with damage
to utilities encountered during construction; damages resulting from disruption of
service; and injury to persons or damage to property resulting from the negligent,
accidental, or intentional breaching of utilities.
3. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to complete this Work, shall be included in
Contractor's bid and distributed in the Schedule of Pay Items. No additional
compensation shall be made to the Contractor for this Work.
F. Traffic Control
1. General. Contractor shall abide by traffic control plans approved by the
appropriate jurisdiction.
2. Protections. Roads subject to interference by the Work shall be kept open or
suitable temporary passages through the Work shall be provided and maintained
by the Contractor. The Contractor shall provide, erect, and maintain all necessary
barricades, suitable and sufficient flasher lights, flag persons, danger signals, and
signs, and shall take all necessary precautions for the protection of the Work and
the safety of the public. No construction work along public or private roads may
proceed until the Contractor has proper barricades, flasher lights, flag persons,
signals, and signs in place at the construction site.
3. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to complete this Work, shall be included in
Contractor's bid and distributed in the Schedule of Pay Items. No additional
compensation shall be made to the Contractor for this Work.
61147.02100\20950242.3 -117- 01 00 00-GENERAL REQUIREMENTS
G. Cleaning Up
1. Contractor at all times shall keep premises free from debris such as waste,
rubbish, and excess materials and equipment. Contractor shall not store debris
under, in, or about the premises. Contractor shall also clean all asphalt and
concrete areas to the degree necessary to remove oil, grease, fuel, or other
stains caused by Contractor operations or equipment. The use of water,
resulting in mud on streets, will not be permitted as substitute for sweeping or
other methods. Dust control may require having a water truck onsite for the
duration of the project, and/or use of temporary hoses and pipelines to convey
water.
2. Contractor shall fully clean up the site at the completion of the Work. If the
Contractor fails to immediately clean up at the completion of the Work, the City
may do so and the cost of such clean up shall be charged back to the Contractor.
3.9 ENVIRONMENTAL QUALITY PROTECTION
A. Environmental Conditions
1. Contractor must comply with all applicable environmental laws, Project
conditions, and constraints.
2. City has considered these Environmental Conditions when determining the
Contract Times and no additional time or compensation will be added to the
Contract due to these Conditions.
B. Landscape and Vegetation Preservation
1. General. The Contractor shall exercise care to preserve the natural landscape
and vegetation, and shall conduct operations so as to prevent unnecessary
destruction, scarring, or defacing of the natural surroundings in the vicinity of the
Work.
2. Damage and Restoration. Movement of crews and equipment within the rights-of-
way and over routes provided for access to the Work shall be performed in a
manner to prevent damage to property. When no longer required, construction
roads shall be restored to original contours.
3. Upon completion of the Work, and following removal of construction facilities
and required cleanup, land used for construction purposes and not required for
the completed installation shall be scarified and regraded, as required, so that all
surfaces are left in a condition that will facilitate natural revegetation, provide for
proper drainage, and prevent erosion.
4. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to complete this Work, shall be included in
Contractor's bid and distributed in the Schedule of Pay Items. No additional
compensation shall be made to the Contractor for this Work.
C. Protected Species
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1. General. If, in the performance of the Work, evidence of the possible
occurrence of any Federally listed threatened or endangered plant or animal is
discovered, the Contractor shall notify the City Representative immediately, giving
the location and nature of the findings. Written confirmation of the evidence,
location and nature of the findings shall be forwarded to City within 2 Days.
2. Procedures. The Contractor shall immediately cease all construction activities in
the immediate area of the discovery to the extent necessary to protect the
endangered plant or animal.
If directed by the City Representative, Contractor will refrain from working in the
immediate area, suspend the Work in its entirety, or alter its performance to
ensure full compliance with all applicable permits, laws and regulations. Any City
directed changes to the Work as a result of a siting will be pursuant to the Contract
Documents.
3. False Siting. Any costs or delays incurred by City or the Contractor due to
unreasonable or false notification of an endangered plant or animal will be borne
by the Contractor.
4. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to comply with this paragraph, shall
be included in Contractor's bid and distributed in the Schedule of Pay Items. No
additional compensation shall be made to the Contractor for this Work.
D. Preservation of Historical and Archeological Resources
1. General. If, in the performance of the Work, Contractor should unearth cultural
resources (for example, human remains, animal bones, stone tools, artifacts
and/or midden deposits) through excavation, grading, watering or other means,
the Contractor notify the Construction/Archeological Monitor and/or the
City Representative immediately, giving the location and nature of the findings.
Written confirmation of the evidence, location and nature of the findings shall be
forwarded to the Construction/Archeological Monitor and/or City within 2 Days.
2. Procedures. The Contractor shall immediately cease all construction activities in
the immediate area of the discovery to the extent necessary to protect the
cultural resource.
If directed by the City Representative, Contractor will refrain from working in the
immediate area, suspend the Work in its entirety, or re-sequence and/or alter its
performance to ensure full compliance with all applicable permits, laws and
regulations. Should the presence of cultural resources be confirmed, the
Contractor will assist the City Representative and the
Construction/Archeological Monitor in the preparation and implementation of a
data recovery plan. The Contractor shall provide such cooperation and
assistance as may be necessary to preserve the cultural resources for removal or
other disposition. Any City directed changes to the Work as a result of the cultural
resource will be pursuant to the Contract Documents.
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3. Contractor's Liability. Should Contractor, without permission, injure, destroy,
excavate, appropriate, or remove any cultural resource on or adjacent to the Site, it
will be subject to disciplinary action, arrest and penalty under applicable law.
The Contractor shall be principally responsible for all costs of mitigation and/or
restoration of cultural resources related to the unauthorized actions identified
above. Contractor shall be required to pay for unauthorized damage and
mitigation costs to cultural resources (historical and archeological resources) as
a result of unauthorized activities that damage cultural resources and shall
indemnify City pursuant to the Contract Documents.
4. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to comply with this paragraph, shall
be included in Contractor's bid and distributed in the Schedule of Pay Items. No
additional compensation shall be made to the Contractor for this Work.
E. Dust and Pollution Control
1. Contractor shall provide all necessary material, equipment and labor to prevent
and control the emission of dust and any other potential pollutant on site.
2. Contractor shall not discharge into the atmosphere from any source smoke,
dust or other air contaminants in violation of the law, rules, and regulations of
the governing agency.
3. Cost. Unless otherwise called for by the Contract Documents, the cost of all
material, equipment, and labor required to comply with this paragraph, shall
be included in Contractor's bid and distributed in the Schedule of Pay Items. No
additional compensation shall be made to the Contractor for this Work.
F. Fugitive Dust
1. In addition to all other environmental and air quality requirements of the Contract
Documents, Contractor must also comply with the most recent version of South
Coast Air Quality Management District's (SCAQMD) Rule 403 — Fugitive Dust, to
reduce the amount of particulate matter entrained in the ambient air as a result of
the Project. All equipment shall be SCAQMD compliant and permitted, as
needed.
2. City has considered these other requirements when determining the Contract
Times and no additional time or compensation will be added to the Contract due
to these requirements.
G. Management of Storm, Surface and Other Waters
1. Storm water, surface water, groundwater, and nuisance, or other waters may be
encountered at various times during construction of the Project. Federal and
State laws require the City and its contractors to manage such waters pursuant
to the requirements of California State Water Resources Control Board Order
Number 2009-0009-DWQ, the Federal Clean Water Act, and the California Porter
Cologne Water Quality Control Act. Contractor acknowledges that it has
61147.02100\20950242.3 _120_ 01 00 00-GENERAL REQUIREMENTS
investigated the risk arising from such waters in conjunction with the Project, and
assumes any and all risks and liabilities arising therefrom.
2. The Contractor shall perform all construction operations in such a manner as to
comply, and ensure all subcontractors to comply, with all applicable Federal,
State, and local laws, orders, and regulations concerning the control and
abatement of water pollution; and all terms and conditions of any applicable
permits issued for the Project. In the event there is a conflict between Federal,
State, and local laws, regulations, and requirements, the most stringent shall
apply.
3. Contractor violations. If noncompliance should occur, the Contractor shall report
this to the City Representative immediately, with the specific information
submitted in writing within 2 Days. Consistent violations of applicable Federal,
State, or local laws, orders, regulations, or Water Quality Standards may result in
City stopping all site activity until compliance is ensured. The Contractor shall not
be entitled to any change in Contract Price or Contract Times, claim for damage,
or additional compensation by reason of such a work stoppage. Corrective
measures required to bring activities into compliance shall be at the Contractor's
expense.
4. Compliance with Construction General Storm water Permit. Contractor shall be
required to comply with all aspects of the State Water Resources Control Board
(State Board) Water Quality Order No. 2009-0009-DWQ, National Pollutant
Discharge Elimination System General Permit for Storm Water Discharges
Associated with Construction Activity (Permit) for all projects that involve
construction on or disturbance of one acre or more of land or which are part of a
larger common area of development.
(a) Contractor shall prepare and implement a Storm Water Pollution Prevention
Plan (SWPPP) for the Project site based on the appropriate Risk Level
requirements, and draft and coordinate submittal of all Permit related
documents with City's Legally Responsible Person and/or Authorized
Signatory as those terms are defined in the Permit. The Contractor shall
submit the SWPPP to the City Representative for review not less than
fifteen (15) Days prior to the start of on- site construction work. City will file
the Notice of Intent and pay the filing fee.
(b) The SWPPP shall be developed by a Qualified SWPPP Developer and
implemented by a Qualified SWPPP Practitioner as those terms are defined in
the Permit and shall include industry standard requirements for water quality
control including but not be limited to the following:
(1) Sediment and erosion control measures to manage sediment and
erosion including vegetative practices, structural control, silt fences,
straw dikes, sediment controls or operator controls as appropriate.
Storm water management measures shall be instituted as required,
including velocity dissipaters, and solid waste controls shall address
controls for building materials and offsite tracking of sediment.
(2) Wastewater and storm water management controls to divert offsite
surface flows around the Project site and to divert surface flows within
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the Project area away from areas of open earth or stockpiles of building
and other materials. Wastewater from general construction activities,
such as drain water collection, aggregate processing, concrete batching,
drilling, grouting, or other construction operations, shall not enter
flowing or dry watercourses without having met the authorized non-
storm water discharge requirements listed in State Board Water Quality
Order No. 2009-0009-DWQ, Section III.C., including proper notification
to the Regional Water Board.
(3) Pollution prevention measures including methods of dewatering,
unwatering, excavating, or stockpiling earth and rock materials which
include prevention measures to control silting and erosion, and which
will intercept and settle any runoff of sediment-laden waters.
(4) Turbidity prevention measures for prevention of excess turbidity
including, but are not restricted to, intercepting ditches, settling ponds,
gravel filter entrapment dikes, flocculating processes, recirculation,
combinations thereof, or other approved methods that are not harmful
to aquatic life. All such wastewaters discharged into surface waters,
shall contain the least concentration of settleable material possible, and
shall meet all conditions of section 402, the National Pollutant
Discharge Elimination System (NPDES) permit.
(5) Overall construction site management measures to address changes at
the Project site as the Project moves through different phases and
changes that account for rainy and dry season management practices.
(6) Pollution control measures and construction activity methods that will
prevent entrance, or accidental spillage, of solid matter, contaminants,
debris, or other pollutants or wastes, into streams, flowing or dry
watercourses, lakes, wetlands, reservoirs, or underground water
sources. Such pollutants and wastes include, but are not restricted
to: refuse, garbage, cement, sanitary waste, industrial waste,
hazardous materials, radioactive substances, oil and other petroleum
products, aggregate processing, tailings, mineral salts, and thermal
pollution.
(7) Control measures for stockpiled or deposited materials prohibiting the
stockpile or deposit of excavated materials, or other construction
materials, near or on stream banks, lake shorelines, or other
watercourse perimeters where they can be washed away by high water
or storm runoff, or can, in any way, encroach upon the watercourse.
(8) Develop and implement a Rain Event Action Plan (REAP), if required,that
must be designed and implemented to protect all exposed portions of
the site 48 hours prior to any likely precipitation event.
(9) Monitoring, reporting and record keeping, as necessary to achieve
compliance with applicable Permit requirements, including but not limited
to annual reports and rain event reports.
(c) Before any Permit related documents, including the SWPPP, rain event
reports, or annual reports may be submitted to the State Board or
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implemented on the Project site, they must first be reviewed and approved by
City.
(d) City retains the right to procure and maintain coverage under the Permit for
the Project site if the Contractor fails to draft a SWPPP or other Permit
related document, or fails to proceed in a manner that is satisfactory to City.
City reserves the right to implement its own SWPPP at the Project site, and
hire additional contractors to maintain compliance. Whether Contractor has
adequately maintained compliance with the Permit shall be City's sole
determination. In the event that Contractor has failed or is unable to
maintain compliance with the Permit, any costs or fines incurred by City in
implementing a SWPPP, or otherwise maintaining compliance with the
Construction General Permit shall be paid by the Contractor.
(e) Failure to implement the SWPPP or otherwise comply with the Permit is a
violation of federal and state law. Contractor hereby agrees to indemnify City
as required by the Contract Documents for any noncompliance or alleged
noncompliance with the Permit arising out of or in connection with the
Project, except for liability resulting from the sole established negligence,
willful misconduct or active negligence of City. City may seek damages
from Contractor for delay in completing the Contract in accordance with the
Contract Documents, caused by Contractor's failure to comply with the
Permit.
5. In addition to compliance with the Permit, Contractor shall comply with the
lawful requirements of any applicable municipality, district, drainage district, flood
control district, and other local agencies regarding discharges of storm water,
surface water, groundwater or other nuisance waters off of the Project site.
6. Oil storage tanks management.
(a) Storage tank placement. All oil or other petroleum product (hereinafter
referred to collectively as oil) storage tanks shall be placed at least 20 feet
from streams, flowing or dry watercourses, lakes, wetlands, reservoirs, and
any other water source.
(b) Storage area dikes. Storage areas shall be diked at least 12 inches high or
graded and sloped to permit safe containment of leaks and spills equal to the
capacity of all tanks and/or containers located within each area, plus a
sufficient amount of freeboard to contain the 25-year rainstorm.
(c) Diked area barriers. Diked areas shall have an impermeable barrier at least
10 mils thick. Areas used for refueling operations shall have an impermeable
liner at least 10 mils thick buried under 2 to 4 inches of soil.
(d) Spill Prevention Control and Countermeasure Plan (SPCC). Where the
location of a construction site is such that oil from an accidental spillage could
reasonably be expected to enter into or upon the navigable waters of the
United States or adjoining shorelines, and the aggregate storage of oil at the
site is over 1,320 gallons or a single container has a capacity in excess of 660
gallons, the Contractor shall prepare an SPCC Plan. The Contractor shall
submit the SPCC Plan to the Engineer at least 30 days prior to delivery or
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storage of oil at the site. The Plan must have been reviewed and certified
by a registered professional engineer in accordance with 40 C.F.R., part 112
7. Underground tank prohibition. The Contractor shall not use underground
storage tanks.
8. Construction safety standards. The Contractor shall comply with the sanitation
and potable water requirements of Section 7 of United States Bureau of
Reclamation's publication "Reclamation Safety And Health Standards."
9. Other Permits.
(a) Other permits applicable to the Project are listed in the Special Conditions.
The Contractor shall obtain all other necessary licenses and permits.
(b) Monitoring. The Contractor is required to conduct monitoring in order to meet
the requirements of the permits, which may include sampling, testing and
inspections.
(c) Recordkeeping. The Contractor shall retain all records and data required by
the permits for the time specified in the contract.
10. Cost. Except as specified herein, the cost of complying with this section shall
be included in the Schedule of Pay Items for work which necessitate the water
pollution prevention measures required by this paragraph.
END OF GENERAL REQUIREMENTS
61147.02100\20950242.3 -124- 01 00 00-GENERAL REQUIREMENTS
EXHIBIT "A"
CHANGE ORDER FORM
elanto
Cit of San Juan Capistrano Capistrano,
Paseo Aa92675
Y p San Juan Capistranq CA 92675
(949)493-1171
Contract Change Order#
Project: Change Order No.:
Orig. Contract Amt.: $ Days
Contract No.:
Contractor: Prev. Appvd. Changes: $ Days
Owner: City of San Juan Capistrano This Change: $ Days
Revised Contract Amt.: $ Days
This Change Order covers changes to the subject contract as described herein. The Contractor
shall construct, furnish equipment and materials, and perform all work as necessary or required
to complete the Change Order items for a lump sum price agreed upon between the Contractor
and City of San Juan Capistrano, otherwise referred to as Owner.
Increase/ Contract
Item (Decrease) Time
No. Description of Changes in Contract Extension,
Amount Days
1
2
Totals $
This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the
Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of San Juan Capistrano.
Contract Change Order# Page 1 of 2
61147.02100\20950242.3 EXHIBIT"A"
Change Order Form
The amount of the contract will be increased by the sum of $and the contract time shall be
extended by working days. The undersigned Contractor approves the foregoing Change Order # as
to the changes, if any, in the contract price specified for each item including any and all supervision
costs and other miscellaneous costs relating to the change in work, and as to the extension of time
allowed, if any, for completion of the entire work on account of said Change Order #. The Contractor
agrees to furnish all labor and materials and perform all other necessary work, inclusive of the directly
or indirectly related to the approved time extension, required to complete the Change order items.
This document will become a supplement of the contract and all provisions will apply hereto. It is
understood that the Change Order shall be effective when approved by the Owner.
Contractor accepts the terms and conditions stated above as full and final settlement of any and all
claims arising out of or related to the subject of this Change Order and acknowledges that the
compensation (time and cost) set forth herein comprises the total compensation due for the work or
change defined in the Change Order, including all impact on any unchanged work. By signing this
Change Order, the Contractor acknowledges and agrees that the stipulated compensation includes
payment for all Work contained in the Change Order, plus all payment for any acceleration or
interruption of schedules, extended overhead costs, delay, and all impact or cumulative impact on all
Work under this Contract. The signing of this Change Order acknowledges full mutual accord and
satisfaction for the change and that the stated time and/or cost constitute the total equitable
adjustment owed the Contractor as a result of the change. The Contractor hereby releases and
agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further
claim or request for equitable adjustment of any type, for any reasonably foreseeable cause that shall
arise out of, or as a result of, this Change Order and/or its impact on the remainder of the Work under
the Contract.
Accepted:
(Signature) Contractor's Authorized Representative Date
Recommended:
(Signature) [**INSERT NAME, TITLE**] Date
Approved:
(Signature) [**INSERT NAME,TITLE**] Date
Item Justification for Change(s)
No.
1
2
This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the
Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of San Juan Capistrano.
Contract Change Order# Page 2 of 2
61147.02100\20950242.3 2 EXHIBIT"A"
Change Order Form