ADDENDUM NO · Division 23 – Heating, Ventilation & Air Conditioning . 23 00 00 HVAC General...

Ascension Parish Fire District #1 Fire Station 80 Addendum No. 1 Geismar Main Station Project No. 17019

8-17-18 Mougeot Architecture 10343 Siegen Lane Building 7, Suite A Baton Rouge, LA 70815 TO ALL CONTRACTORS: This Addendum is hereby made a part of the Contract Documents dated: 8-1-2018

Ascension Parish Fire District #1 Fire Station 80 Geismar Main Station 80

12171 LA HWY 73 Geismar, LA 70734

PROJECT NO: 17019

The following items shall be considered part of the contract documents and shall be included in the same when Construction Contract is executed. Changes made by Addenda shall take precedence over Original Documents. Any changes, which may affect construction or proper installation of materials, equipment or fixtures, not specifically mentioned in this addendum, shall be brought to the attention of Designer before submitting bid. Otherwise, such conditions, if found later to exist, must be worked out in an acceptable manner without additional cost to the Owner. Prime Contractors are hereby advised to call attention of all subcontractors to changes, which may affect their work.

Drawings: • Sheet C1.01 – Existing Conditions & Demolition Plan

o Replace contact information for Electric Company with the following: ENTERGY (ELECTRIC) 1619 S Burnside Ave Gonzales, LA 70737 Customer Service: 1-800-368-3749

• Sheet L1.01 – Landscape Planting Plan: o Add this sheet to the set (attached)

• Sheet E1.01 – Power Floor Plan: o Replace existing Sheet E1.01 with attached revised Sheet E1.01.

• Sheet E2.01 – Lighting Floor Plan: o Replace existing Sheet E2.01 with attached revised Sheet E2.01.

• Sheet E4.01 – Lighting Fixture Schedule and Panel Board Schedule, Detail P7: o Add the following to the Lighting Fixture Schedule:

UC MANUF/NUMBER: KENALL/MAUCLED-I-MW-20L35K-48-277 MANUF/NUMBER: FAIL-SAFE/UCL-4-LD4-35K-A12125-EDD1-UNV-AM VOLTAGE: 120 FINISH: WHITE LAMP: QUANTITY- -

WATTS- 23 TYPE- LED, 3500K, 1,200 LUMENS

REMARKS: 4'-0" L X 4.5" D X 1.25" UNDER COUNTER FIXTURE.

ADDENDUM NO.1

Ascension Parish Fire District #1 Fire Station 80 Addendum No. 1 Geismar Main Station Project No. 17019

UC2 MANUF/NUMBER: KENALL/MAUCLED-I-MW-20L35K-24-277

MANUF/NUMBER: FAIL-SAFE/UCL-2-LD4-35K-A12125-EDD1-UNV-AM VOLTAGE: 120 FINISH: WHITE LAMP: QUANTITY- -

WATTS- 23 TYPE- LED, 3500K, 1,200 LUMENS

REMARKS: 2'-0" L X 4.5" D X 1.25" UNDER COUNTER FIXTURE.

Specifications: • Table of Contents

o Replace table of contents with attached table of contents • 00 00 12-A – Supplementary Conditions

o Add this section (attached) • 02 83 00 – Chain Link Fences and Gates

o Add this specification (attached) • 05 73 00 – Decorative Metal Railings

o Add this specification (attached) • 08 41 13 – Aluminum Framed Entrances

o Provide Kawneer 601T in lieu of Trifab CG 451T, 2” x 4-1/2” and Oldcastle FG 6000 Thermal in lieu of 3000T and Arcadia Inc. comparable 6” system for all exterior Entrance Window Frames.

• 08 71 00 – Door Hardware o Add door closer 1431O/P9 EN SA to doors 127, 128, 130, and 131

• 10 51 26 – Solid Plastic lockers o Add this specification (attached)

• 11 52 13 – Projector and Projection Screen o Add this specification (attached)

• 08 36 01 – Sectional Overhead Doors o Clarification, Incorrect Specification Number, Change 08 36 00 Sectional Overhead Doors to 08 36 01

• 31 22 00 – Grading o Add this specification (attached)

• 32 92 00 – Turf and Grasses o Add this specification (attached)

• 32 93 00 – Plants o Add this specification (attached)

• Appendix –Geotechnical Report o Add this report (attached)

Prior Approvals: The following manufacturers and products have been approved for use in this project in addition to those previously specified. Acceptance of a particular manufacturer does not excuse said manufacturer from compliance with plans and specifications.

o 084113 Aluminum Entrances and Storefronts Avalon International Aluminum (approved for Standard Interior Window Frames Only)

o 095113 Acoustical Panel Ceilings USG Ceiling Solutions

END OF ADDENDUM NO.ONE

Ascension Parish Fire District #1 Fire Station 80 TABLE OF CONTENTS Geismar Main Station Section 00 00 02 Project No. 17019 Page 1 of 5

Mougeot Architecture, LLC Construction Documents

TABLE OF CONTENTS

00 00 00 Cover Page 1-1 00 00 02 Table of Contents 1-5 00 00 03 Civil Seals Page 1-1

000003.a Mechanical Seals Page 1-2 00 00 03.b Electrical Seals Page 1-2

00 00 04 List of Drawings 1-3 00 00 06 Advertisement for Bid 1-2 00 00 08 Instructions to Bidders 1-7 00 00 09 Bid Form 1-1 00 00 10 A101-2007 Contract Between Owner and

Contractor 1-10

00 00 12 00 00 12a 00 00 13

A201-2007 General Conditions for the Contract for Construction Supplementary Conditions Change Order

1-42 1-19 1-1

00 00 14 Performance Bond 1-2 00 00 16 Payment Bond – Labor and Material 1-2 00 00 18 Non Collusion Affidavit 1-1 00 00 20 Verification of Employees Affidavit 1-1 00 00 22 Conviction Affidavit 1-1 00 00 23 Tax Exemption Certificate 1-1 00 00 24 Notice of Award 1-1 00 00 26 Notice to Proceed 1-1

Division 01

01 01 00 Summary 1-3 01 01 40 Work Restrictions 1-1 01 20 50 Contract Modification Procedures 1-2 01 20 90 01 29 00

Payment Procedures Schedule of Values

1-3 1-5

01 30 00 Administrative Requirements 1-3 01 30 10 Project Management and Coordination 1-5 01 30 20 Construction Progress Documentation 1-5 01 30 30 Submittal Procedures 1-8 01 40 00 Quality Requirements 1-6 01 40 20 References 1-13 01 50 00 Temporary Facilities and Controls 1-8 01 60 00 Product Requirements 1-4 01 63 00 01 70 00

Substitution Procedures Execution and Closeout Requirements

1-2 1-7

Division 02 – Existing Condition



02 41 00 02 83 00

Demolition Chain Link Fences and Gates

1-4

Division 03 – Concrete 03 30 00 03 36 16

Cast in Place Concrete Decorative Concrete Stain

1-20 1-6

Division 04 – Masonry 04 20 00 Unit Masonry 1-16 04 22 00 Concrete Unit Masonry

1-15

Division 5 – Metals 05 12 00 Structural Steel Framing 1-11 05 31 00 Steel Decking 1-5

05 73 00 Decorative Metal Railings 1-4

Division 6 – Woods, Plastics & Composites

06 10 00 Rough Carpentry 1-7 06 16 00 Sheathing 1-3 06 17 53 Shop Fabricated Wood Trusses 1-7 06 40 23 Interior Architectural Millwork 1-4

Division 7 – Thermal and Moisture Protection

07 11 00 Dampproofing 1-2 07 13 26 Self-Adhering Sheet Waterproofing 1-2 07 21 00 Building Insulation 1-3 07 41 13 Metal Panels 1-9 07 41 14 Roofing Guarantee (R3) Metal 1-2 07 41 15 20 Year Weathertightness Roof Warranty 1-4 07 62 00 Sheet Metal Flashing and Trim 1-5 07 71 23 Gutters and Downspouts 1-5 07 72 00 Roof Accessories 1-2 07 84 13 Penetration Firestopping 1-12 07 92 00 Joint Sealants 1-3

Division 8 – Openings

08 11 13 Hollow Metal Doors and Frames 1-10 08 14 16 Flush Wood Doors 1-7 08 36 00 Overhead Coiling Window 1-3 08 36 01 Sectional Overhead Doors 1-5 08 41 13 Aluminum Framed Entrances and Storefronts 1-3 08 71 00 Door Hardware 1-20



08 80 00 Glazing 1-2 Division 9 – Finishes

09 29 00 Gypsum Board Assemblies 1-10 09 51 13 Acoustical Panel Ceilings 1-3 09 65 13 Resilient Base and Accessories 1-2 09 91 13 Exterior Painting 1-8 09 91 23 Interior Painting 1-9 09 96 35 Troweled Mortar System 1-4

Division 10 – Specialties

10 11 00 Visual Display Boards` 1-6 10 14 00 Signage 1-4 10 14 16 Glass Plaque 1-2 10 28 00 Toilet and Bath Accessories 1-4 10 43 70 Exterior Aluminum Signs 1-3 10 44 13 Fire Extinguisher Cabinets 1-2 10 44 16 Fire Extinguishers 1-1 10 51 26 Solid Plastic Lockers 1-3 10 73 00 Protective Covers 1-4 10 75 00 Flagpoles 1-3

Division 11 – Equipment

11 31 00 Appliances 1-3 11 52 00 Projector and Projection Screen 1-3

Division 12 – Furnishings 12 24 13 Roller Window Shades 1-6

Division 13 – Special Construction NOT USED Division 14 – NOT USED Division 21 – Fire Suppression

21 00 00 Fire Suppression General Requirements 1-4 21 00 10 Fire Suppression Basic Materials and Methods 1-3 21 00 20 Fire Suppression Piping System 1-5 21 00 30 Fire Suppression Piping Materials 1-2 21 00 40 Fire Suppression System 1-6

Division 22 – Plumbing

22 00 00 Plumbing General Requirements 1-3 22 00 10 Plumbing Basic Materials and Methods 1-3 22 00 20 Plumbing Piping Systems 1-5



22 00 40 Plumbing Equipment and Specialties 1-2 22 00 50 Plumbing Fixtures and Accessories 1-11

Division 23 – Heating, Ventilation & Air Conditioning

23 00 00 HVAC General Requirements 1-4 23 00 10 HVAC Basic Materials and Methods 1-5 23 00 20 Sheet Metal Work 1-7

23 00 30 HVAC Piping Systems 1-2 23 00 50 HVAC Equipment and Specialties 1-4 23 05 10 HVAC Contract Quality Control

Division 26 – Electrical

26 00 00 General Electrical Requirements 1-4 26 05 19 Low-Voltage Electrical Power Conductors and Cables 1-4 26 05 26 Grounding and Bonding for Electrical Systems 1-3 26 05 29 Hanger and Supports for Electrical Systems 1-4 26 05 33 Raceways and Boxes for Electrical Systems 1-6 26 05 43 Underground Ducts and Raceways for Electrical

Systems 1-4

26 05 53 Identification for Electrical Systems 1-5 26 09 23 Lighting Control Devices 1-7 26 09 43 Relay-Based Lighting Controls 1-6 26 24 16 Panel Boards 1-6 26 27 26 Wiring Devices 1-5 26 28 16 Enclosed Switches and Circuit Breakers 1-3 26 32 13 Engine Generators 1-11 26 36 00 Transfer Switches 1-6 26 51 19 Led Interior Lighting 1-6 26 56 00 Exterior Lighting 1-7

Division 27 – Communications

27 05 28 Pathways for Communications Systems 1-4 27 15 00 Communications Horizontal Cabling 1-10

Division 28 – Electronic Safety & Security

28 05 13 Conductors and Cables for Electronic Safety and Security

1-3

28 31 11 Digital Addressable Fire-Alarm System

1-16

Division 31 – Earthwork 31 00 00 Earth Work 1-10 31 10 00 Site Clearing 1-3



31 20 00 Earth Moving 1-11 31 22 00 Grading 1-9 31 23 23 Fill 1-4 31 23 33 Excavation, Trenching and Backfilling 1-4 31 25 13 31 62 19 31 31 16

Erosion Control Timber Piles Termite Control

1-5 1-8 1-3

Division 32 – Exterior Improvements 32 11 23 Aggregate Base Courses 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 16 00 Sidewalks, Curbs & Gutters 32 17 13 Parking Bumpers 32 17 23.13 Painted Pavement Markings 32 92 00 Turf and Grasses 32 93 00 Plants

1-3 1-5 1-3 1-9 1-2 1-3 1-4 1-7

Division 33 – Utilities 33 05 00 Common Work Results for Utilities

1-7 33 11 00 Water Distribution Piping 33 31 00 Sanitary Sewerage Piping

1-3 33 41 00 Storm Drainage Piping

1-5 Division 46 – Water and Waste Water Equipment – NOT USED FINAL GEOTECHNICAL INVESTIGATION REPORT 1-28

2018 SC 1

SUPPLEMENTARY CONDITIONS

These Supplementary Conditions modify, change, delete from or add to the General Conditions of the Contract for Construction, AIA Document A201, 2017 Edition. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by these supplements, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. Articles, Paragraphs, Subparagraphs or Clauses modified or deleted have the same numerical designation as those occurring in the General Conditions.

ARTICLE 1

GENERAL PROVISIONS

1.1 BASIC DEFINITIONS

1.1.1. THE CONTRACT DOCUMENTS In Subparagraph 1.1.1 delete the third sentence, and add the following sentence: The Contract Documents shall include the Bid Documents as listed in the Instructions to Bidders and any modifications made thereto by addenda.

1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE [REFER TO R.S. 38:2317]

1.5.1 Delete the first sentence of the paragraph. 1.5.1 In the third sentence: delete the remainder after the word “publication”.

ARTICLE 2

OWNER 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 Delete this paragraph. 2.2.2 In the first sentence, delete: all before “…the Owner shall secure…”

ARTICLE 3

CONTRACTOR

3.4 LABOR AND MATERIALS 3.4.2 Delete this paragraph.

2018 SC 2

3.4.3 Delete this paragraph and substitute with the following: Contractor and its employees, officers, agents, representatives, and Subcontractors shall conduct themselves in an appropriate and professional manner, in accordance with the Owner’s requirements, at all times while working on the Project. Any such individual who behaves in an inappropriate manner or who engages in the use of inappropriate language or conduct while on Owner’s property, as determined by the Owner, shall be removed from the Project at the Owner’s request. Such individual shall not be permitted to return without the written permission of the Owner. The Owner shall not be responsible or liable to Contractor or any Subcontractor for any additional costs, expenses, losses, claims or damages incurred by Contractor or its Subcontractor as a result of the removal of an individual from the Owner’s property pursuant to this paragraph. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS (R.S. 40:1724[A]) 3.7.1 Delete Subparagraph 3.7.1 3.7.2 Delete Subparagraph 3.7.5 and substitute the following: 3.7.5 If, during the course of the Work, the Contractor discovers human remains, unmarked burial or archaeological sites, burial artifacts, or wetlands, which are not indicated in the Contract Documents, the Contractor shall follow all procedures mandated by State and Federal law, including but not limited to L.R.S. 8:671 et seq., R.S. 49:213.1 et seq., and Sections 401 & 404 of the Federal Clean Water Act. Request for adjustment of the Contract Sum and Contract Time arising from the existence of such remains or features shall be submitted in writing to the Owner pursuant to the Contract Documents. 3.8 ALLOWANCES Delete Subparagraph 3.8.1, 3.8.2, and 3.8.3 in their entirety and add the following new Subparagraph 3.8.1: 3.8.1 Allowances shall not be made on any of the Work. 3.9 SUPERINTENDENT 3.9.1 Add the following to the end of the paragraph: Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. 3.10 CONTRACTOR’S CONSTRUCTION SCHEDULES 3.10.1 Add the following: For projects with a contract sum greater than $1,000,000.00, the Contractor shall include with the schedule, for the Owner’s and Architect’s information, a network analysis to identify those tasks which are on the critical path, i.e. where any delay in the completion of these tasks will lengthen the project timescale, unless action is taken. A revised schedule shall be submitted with each Application and Certificate for Payment. No payment will be made until this schedule is received.

2018 SC 3

3.10.3 Delete the word “…general…” Add the following: If the Work is not on schedule, as

determined by the Architect, and the Contractor fails to take action to bring the Work on schedule, then the Contractor shall be deemed in default under this Contract and the progress of the Work shall be deemed unsatisfactory. Such default may be considered grounds for termination by the Owner for cause in accordance with 14.2.

3.10.4 Add the following: Submittal by the contractor of a schedule or other documentation showing a completion date for his Work prior to the completion date stated in the contract shall not impose any obligation or responsibility on the Owner or Architect for the earlier completion date. 3.10.5 Add the following: In the event the Owner employs a commissioning consultant, the Contractor shall cooperate fully in the commissioning process and shall require all subcontractors and others under his control to cooperate. The purpose of such services shall be to ensure that all systems perform correctly and interactively according to the provisions of the Contract Documents. 3.11 DOCUMENTS AND SAMPLES AT THE SITE Add the following: This requirement is of the essence of the contract. The Architect shall determine the value of these documents and this amount shall not be approved for payment to the Contractor until all of the listed documents are delivered to the Architect in good order, completely marked with field changes and otherwise complete in all aspects.

ARTICLE 4

ARCHITECT 4.1 GENERAL Delete Subparagraph 4.1.1 and substitute the following: 4.1.1 The term Architect, when used in the Contract Documents, shall mean the prime Designer (Architect, Engineer or Landscape Architect), or his authorized representative, lawfully licensed to practice architecture, engineering or landscape architecture in the State of Louisiana, identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. 4.1.3 Delete the words: “as to whom the Contractor has no reasonable objection and” 4.2 ADMINISTRATION OF THE CONTRACT 4.2.1 In the first sentence, delete the phrase: “the date the Architect issues the final Certificate for Payment” and replace with the phrase “final payment is due, and with the Owner’s concurrence, from time to time during the one year period for correction of Work described in Section 12.2.”

2018 SC 4

4.2.2 In the first sentence, after the phrase: “become generally familiar with”; insert the following: “and to keep the Owner informed about.” In the first sentence, after the phrase “portion of the Work completed”, insert the following: “to endeavor to guard the Owner against defects and deficiencies in the Work,” 4.2.10 Add the following sentence to the end of Subsection 4.2.10: There will be no restriction on the Owner having a Representative. 4.2.11 Add the following sentence to the end of Subsection 4.2.11: If no agreement is made concerning the time within which interpretation required of the Architect shall be furnished in compliance with this Section 4.2, then delay shall not be recognized on account of failure by the Architect to furnish such interpretation until 15 days after written request is made for them. 4.2.14 Insert the following sentence between the second and third sentences of Subsection 4.2.14: If no agreement is made concerning the time within which interpretation required of the Architect shall be furnished in compliance with this Section 4.2, then delay shall not be recognized on account of failure by the Architect to furnish such interpretation until 15 days after written request is made for them.

ARTICLE 5

SUBCONTRACTORS

5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK Delete Subparagraph 5.2.1, and substitute the following: 5.2.1 Unless otherwise required by the Contract Documents, the Contractor shall furnish at the Pre-Construction Conference, to the Owner and the Architect, in writing, the names of the persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. No Contractor payments shall be made until this information is received. Delete Subparagraph 5.2.2 and substitute the following: 5.2.2 The Contractor shall be solely responsible for selection and performance of all subcontractors. The Contractor shall not be entitled to claims for additional time and/or an increase in the contract sum due to a problem with performance or non- performance of a subcontractor. Delete Subparagraph 5.2.3 and 5.2.4 and add the following:

2018 SC 5

5.2.3 The contractor shall notify the Owner when a subcontractor is to be changed and substituted with another subcontractor. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Delete Subparagraphs 5.4.1, 5.4.2 and 5.4.3

ARTICLE 7

CHANGES IN THE WORK 7.1 GENERAL Add the following paragraph: 7.1.4 As part of the pre-construction conference submittals, the contractor is to submit the following prior to the commencement of Work: Fixed job site overhead cost itemized with documentation to support daily rates. Bond Premium Rate with supporting information from the General Contractor’s carrier. Labor Burden by trade for both Subcontractors and General Contractor. Internal Rate Charges for all significant company owned equipment. Failure to submit this information as part of the pre-construction submittals shall prohibit the Contractor from claiming these items as costs on any change order issued on the project. 7.2 CHANGE ORDERS Delete Subparagraph clause 7.2.1, and substitute the following paragraphs: 7.2.1 A Change Order is a written order to the Contractor prepared by the Architect and signed by the Owner and the Architect, issued after execution of the Contract, authorizing a change in the Work or an adjustment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order. A Change Order signed by the Contractor indicates his agreement therewith, including the adjustment in the Contract Sum or the Contract Time. Any reservation of rights, stipulation, or other modification made on the change order by the contractor will have no effect. 7.2.2 “Cost of the Work” for the purpose of Change Orders shall be costs required to be incurred in performance of the Work and paid by the Contractor and Subcontractors which shall consist of: 7.2.2.1 Wages paid direct labor personnel, delineating a labor burden markup for applicable payroll taxes, worker’s compensation insurance, unemployment compensation, and social security taxes.

2018 SC 6

7.2.2.2 Cost of all materials and supplies, including the identification of each item and its cost including taxes. 7.2.2.3 Identify each necessary piece of machinery and equipment and its individual cost including taxes. 7.2.2.4 Increases in insurance premiums for those forms of insurance required by Article

11 of these Supplementary Conditions and only for those forms. 7.2.2.5 Bond costs. Credit will not be required for Overhead and Profit. 7.2.3 Overhead and Profit - The Contractor and Subcontractor shall be due job-site and home office fixed overhead and profits on the Cost of the Work, but shall not exceed a total of 25% of the direct cost of any portion of Work: The credit to the Owner resulting from a change in the Work shall be the sum of those items above, except credit will not be required for Overhead and Profit. Where a change results in both credits to the Owner and extras to the Contractor for related items, overhead and profit will only be computed on the net extra cost to the Contractor. 7.2.4 The cost to the Owner resulting from a change in the Work shall be the sum of: Cost of the Work (as defined at 7.2.2) and Overhead and Profit (as defined at 7.2.4), and shall be computed as follows: 7.2.4.1 When all of the Work is General Contract Work; 15% markup on the Cost of the Work. 7.2.4.2 When the Work is all Subcontract Work; 15% markup on the Cost of the Work for Subcontractor’s Overhead and Profit, plus 10% markup on the Cost of the Work, not including the Subcontractor’s Overhead and Profit markup, for General Contractor’s Overhead and Profit. 7.2.4.3 When the Work is a combination of General Contract Work and Subcontract Work; that portion of the direct cost that is General Contract Work shall be computed per 7.2.4.1 and that portion of the direct cost that is Subcontract Work shall be computed per 7.2.4.2. Premiums for the General Contractor’s bond may be included, but after the markup is added to the Cost of the Work. 7.2.4.4 Subcontract cost shall consist of the items in 7.2.2 above plus Overhead and Profit as defined in 7.2.4. 7.2.5 Before a Change Order is prepared, the Contractor shall provide and deliver to the Architect the following information concerning the Cost of the Work, not subject to waiver, within a reasonable time after being notified to prepare said Change Order:

2018 SC 7

A detailed itemized list of labor, material and equipment costs for the General Contractor’s Work including quantities and unit costs for each item of labor, material and equipment. An itemized list of labor, material and equipment costs for each Subcontractor’s and/or Sub-Subcontractor’s Work including quantities and unit costs for each item of labor, material and equipment. 7.2.6 After a Change Order has been approved, no future requests for extensions of time or additional cost shall be considered for that Change Order. 7.2.7 The Contractor will be due extended fixed job-site overhead for time delays only when complete stoppage of Work occurs causing a contract completion extension, and the Contractor is unable to mitigate financial damages through replacement Work. The stoppage must be due to acts or omissions solely attributable to the Owner. In all cases the Contractor is to notify the Architect in writing as required by Article 15.1.2. Reasonable proof may be required by the architect that alternate Work could not be performed. Reasonable proof may be required by the Architect that the stoppage affected the Completion Date. 7.2.8 “Cost of the Work” whether General Contract cost or Subcontract cost shall not apply to the following: Salaries or other compensation of the Contractor’s personnel at the Contractor’s principal office and branch offices. Any part of the Contractor’s capital expenses, including interest on the Contractor’s capital employed for the Work. Overhead and general expenses of any kind or the cost of any item not specifically and expressly included above in Cost of the Work. Cost of supervision not specifically required by the Change Order. 7.2.9 When applicable as provided by the Contract, the cost to Owner for Change Orders shall be determined by quantities and unit prices. The quantity of any item shall be as submitted by the Contractor and approved by the Architect. Unit prices shall cover cost of Material, Labor, Equipment, Overhead and Profit. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.3 In the first sentence after following methods add: “, but not to exceed a specified amount.” 7.3.7 Delete the following from .1 of the list: “fringe benefits required by agreement or custom,” Delete the following from .4 of the list: “permit fees,”

2018 SC 8

Delete the following from .5 of the list: “and field office personnel” 7.3.9 Delete Subparagraph 7.3.9 and substitute the following: Pending final determination of the total costs of a Construction Change Directive to the Owner, amounts not in dispute for such changes in the Work shall be included in Applications for Payment accompanied by a Change Order indicating the parties’ agreement with part or all of such costs.

ARTICLE 8

TIME

8.1 DEFINITIONS Add the following: 8.1.5 The Contract Time shall not be changed by the submission of a schedule that shows an early completion date unless specifically authorized by change order. 8.2 PROGRESS AND COMPLETION Add to Subparagraph 8.2.1 the following: Completion of the Work must be within the Time for Completion stated in the Agreement, subject to such extensions as may be granted under Section 8.3. The Contractor agrees to commence Work not later than fourteen (14) days after the transmittal date of Written Notice to Proceed from the Owner and to substantially complete the project within the time stated in the Contract. The Owner will suffer financial loss if the project is not substantially complete in the time set forth in the Contract Documents. The Contractor and the Contractor’s Surety shall be liable for and shall pay to the Owner the sum stated in the Contract Documents as fixed, agreed and liquidated damages for each consecutive calendar day (Saturdays, Sundays and holidays included) of delay until the Work is substantially complete. The Owner shall be entitled to the sum stated in the Contract Documents. Such Liquidated Damages shall be withheld by the Owner from the amounts due the Contractor for progress payments. Delete Subparagraph 8.2.2 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 In the first sentence after the words Owner pending delete the words: “mediation and arbitration” and add the word: “litigation” and delete the last word: “determine” and add the following: “recommend, subject to Owner’s approval of Change Order. If the claim is not made within the limits of Article 15, all right for future claims for that month are waived.”

ARTICLE 9

PAYMENTS AND COMPLETION

2018 SC 9

9.2 SCHEDULE OF VALUES Delete Subparagraph 9.2 and substitute the following: 9.2 At the Pre-Construction Conference, the Contractor shall submit to the Owner and the Architect a Schedule of Values prepared as follows: 9.2.1 The attached Schedule of Values Format shall be used. If applicable, the cost of Work for each section listed under each division, shall be given. The cost for each section shall include Labor, Materials, Overhead and Profit. 9.2.2 The Total of all items shall equal the Total Contract Sum. This schedule, when approved by the Architect, shall be used as a basis for the Contractor’s Applications for Payment and it may be used for determining the cost of the Work in deductive change orders, when a specific item of Work listed on the Schedule of Values is to be removed. Once the Schedule of Values is submitted at the Pre-Construction Conference, the schedule may not be modified without approval from the Owner and Architect. 9.3 APPLICATIONS FOR PAYMENT Delete Subparagraph 9.3.1 and clause 9.3.1.1 and 9.3.1.2 and substitute the following: 9.3.1 Monthly, the Contractor shall submit to the Architect an Application & Certificate for Payment on the AIA Document G702-1992, accompanied by AIA Document G703-1992, and supported by any additional data substantiating the Contractor’s right to payment as the Owner or the Architect may require. Application for Payment shall be submitted on or about the first of each month for the value of labor and materials incorporated into the Work and of materials, suitably stored, at the site as of the twenty-fifth day of the preceding month, less normal retainage as follows, per R.S. 38:2248: 9.3.1.1 Projects with Contract price up to $500,000.00 – 10% of the Contract price. 9.3.1.2 Projects with Contract price of $500,000.00, or more – 5% of the Contract price. 9.3.1.3 No payment will be made until the revised schedule required by Section 3.10.1 is received. The normal retainage shall not be due the Contractor until after substantial completion and expiration of the forty-five day lien period and submission to the Architect of a clear lien certificate, consent of surety and invoice for retainage. Delete Subparagraph 9.3.2 and substitute the following: 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. Payments for materials or equipment stored on the site shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner’s title to such

2018 SC 10

materials and equipment or otherwise protect the Owner’s interest, including applicable insurance. 9.5 DECISIONS TO WITHHOLD CERTIFICATION Subparagraph 9.5.1.7: Delete the word “repeated”. Delete Subparagraph 9.5.3 9.6 PROGRESS PAYMENTS Delete Subparagraph 9.6.1 and substitute the following: 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment within twenty days except for projects funded fully or in part by a Federal reimbursement program. For such projects the Owner will make payment in a timely manner consistent with reimbursement. 9.6.2 Delete the phrase: “no later than seven days” from the first sentence. After the end of the second sentence, add the following: R.S. 9:2784 (A) and (C) require a Contractor or Subcontractor to make payment due to each Subcontractor and supplier within fourteen (14) consecutive days of the receipt of payment from the Owner. If not paid, a penalty in the amount of ½ of 1% per day is due, up to a maximum of 15% from the expiration date until paid. The contractor or subcontractor, whichever is applicable, is solely responsible for payment of a penalty. 9.6.4 Delete the first two sentences of Subparagraph 9.6.4 and add the following to the end of the Subparagraph: Pursuant to La. R.S. 38:2242, when the Owner receives any claim of nonpayment arising out of the Contract, the Owner shall deduct 125% of such claim from the Contract Sum. The Contractor, or any interested party, may deposit security, in accordance with La. R.S. 38:2242.2, guaranteeing payment of the claim with the recorder of mortgages of the parish where the Work has been done. When the Owner receives original proof of such guarantee from the recorder of mortgages, the claim deduction will be added back to the Contract Sum. 9.7 FAILURE OF PAYMENT Delete Subparagraph 9.7 9.8 SUBSTANTIAL COMPLETION: Delete this section and substitute the following: 9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work is sufficiently complete in accordance with the Contract Documents so that the Owner can

2018 SC 11

occupy or utilize the Work for its intended use. The Architect shall determine if the project is substantially complete in accordance with this Subparagraph. 9.8.2 When the Contractor considers that the Work is Substantially Complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. 9.8.3 Upon receipt of the Contractor’s list, the Architect will make an inspection to determine whether the Work is substantially complete. A prerequisite to the Work being considered as substantially complete is the Owner’s receipt of the executed Roofing Contractor’s and Roofing Manufacturer’s guarantees, where roofing Work is part of the Contract. Prior to inspection by the Architect, the Contractor shall notify the Architect that the project is ready for inspection by the State Fire Marshal’s office. If the Architect’s inspection discloses any item, whether or not included on the Contractor’s list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use, the Contractor shall, before the Work can be considered as Substantially Complete, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. 9.8.4 When the Architect determines that the project is Substantially Complete, he shall prepare a punch list of exceptions and the dollar value related thereto. The monetary value assigned to this list will be the sum of the cost estimate for each particular item of Work the Architect develops based on the mobilization, labor, material and equipment costs of correcting the item and shall be retained from the monies owed the contractor, above and beyond the standard lien retainage. The cost of these items shall be prepared in the same format as the schedule of values. At the end of the 45 day lien period payment shall be approved for all punch list items completed up to that time. After that payment, none of the remaining funds shall be due the contractor until all punch list items are completed and are accepted by the Architect. If the dollar value of the punch list exceeds the amount of funds, less the retainage amount, in the remaining balance of the Contract, then the Project shall not be considered as substantially complete. If funds remaining are less than that required to complete the Work, the Contractor shall pay the difference. 9.8.5 When the preparation of the punch list is complete the Architect shall prepare a Recommendation of Acceptance incorporating the punch list and submit it to the Owner. Upon approval of the Recommendation of Acceptance, the Owner may issue a Notice of Acceptance of Building Contract which shall establish the Date of Substantial Completion. The Contractor will record the Notice of Acceptance with the Clerk of Court in the Parish in which the Work has been performed. If the Notice of Acceptance has not been recorded seven (7) days after issuance, the Owner may record the Acceptance at the Contractor’s expense. All additive change orders must be processed before issuance of the Recommendation of Acceptance. The Owner will not be responsible for payment for any Work associated with change orders that is not incorporated into the contract at the time of the Recommendation of Acceptance. 9.8.6 Warranties required by the Contract Documents shall commence on the date of Acceptance of the Work unless otherwise agreed to in writing by the Owner and

2018 SC 12

Contractor. Unless otherwise agreed to in writing by the Owner and Contractor, security, maintenance, heat, utilities, damage to the Work not covered by the punch list and insurance shall become the Owner’s responsibility on the Date of Substantial Completion. 9.8.7 If all punch list items have not been completed by the end of the forty-five (45) day lien period, through no fault of the Architect or Owner, the Owner may hold the Contractor in default. If the Owner finds the Contractor is in default, the Surety shall be notified. If within forty-five (45) days after notification, the Surety has not completed the punch list, through no fault of the Architect or Owner, the Owner may, at his option, contract to have the balance of the Work completed and pay for such Work with the unpaid funds remaining in the Contract sum. Finding the Contractor in default shall constitute a reason for disqualification of the Contractor from bidding on future state contracts. If the surety fails to complete the punch list within the stipulated time period, the Owner may not accept bonds submitted, in the future, by the surety. 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 Delete paragraph and substitute the following: Partial Occupancy is that stage in the progress of the Work when a designated portion of the Work is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the designated portion of the Work for its intended use. The Owner may occupy or use any substantially completed portion of the Work so designated by separate agreement with the Contractor and authorized by public authorities having jurisdiction over the Work. Such occupancy or use may commence provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers the designated portion substantially complete the Contract shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonable withheld. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 After the first sentence, add the following: If the Architect does not find the Work acceptable under the Contract Documents, the Architect shall make one additional inspection; if the Work is still not acceptable, the Architect, and each of the Architect’s principal consultants, shall be paid $175.00/hour for their time at the project site, for each additional inspection, to be withheld from the unpaid funds remaining in the Contract sum. The payment shall be made by the Owner and deducted from the construction contract funds. 9.10.4 Replace with the following: The making of final payment shall not constitute a waiver of claims by the Owner for the following:

2018 SC 13

9.10.4.1 Claims, security interests or encumbrances arising out of the Contract and unsettled; 9.10.4.2 Failure of the Work to comply with the requirements of the Contract Documents irrespective of when such failure is discovered; or 9.10.4.3 Terms of special warranties required by the Contract Documents.

ARTICLE 10

PROTECTION OF PERSONS AND PROPERTY 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.2 In the first sentence, between the words: “bearing on and safety”, add the words: “the health and,” 10.3 HAZARDOUS MATERIALS 10.3.1 In the first sentence after (PCB) add: “or lead” 10.3.2 After the first sentence, delete all remaining sentences. Add at the end: “The Contract time shall be extended appropriately.” 10.4 EMERGENCIES Delete Subparagraph 10.4 and substitute the following: 10.4 In an emergency affecting the safety of persons or property, the Contractor shall notify the Owner and Architect immediately of the emergency, simultaneously acting at his discretion to prevent damage, injury or loss. Any additional compensation or extension of time claimed by the Contractor on account of emergency Work shall be determined as provided in Article 15 and Article 7.

ARTICLE 11

INSURANCE AND BONDS

Delete all of Paragraphs 11.1, 11.2 and 11.3 and substitute the following:

INSURANCE REQUIREMENTS FOR NEW CONSTRUCTION, ADDITIONS AND RENOVATIONS

11.1 The Contractor shall purchase and maintain without interruption for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by the Contractor, its agents, representatives,

2018 SC 14

employees or subcontractors. The duration of the contract shall be from the inception of the contract until the date of final payment. 11.2 MINIMUM SCOPE AND LIMITS OF INSURANCE 11.2.1 Worker’s Compensation Worker’s Compensation insurance shall be in compliance with the Worker’s Compensation law of the State of Louisiana. Employers Liability is included with a minimum limit of $500,000 per accident/per disease/per employee. If Work is to be performed over water and involves maritime exposure, applicable LHWCA, Jones Act or other maritime law coverage shall be included and the Employers Liability limit increased to a minimum of $1,000,000. A.M. Best’s insurance company rating requirement may be waived for Worker’s compensation coverage only. 11.2.2 Commercial General Liability Commercial General Liability insurance, including Personal and Advertising Injury Liability and Products and Completed Operations Liability, shall have a minimum limit per occurrence based on the project value. The Insurance Services Office (ISO) Commercial General Liability occurrence coverage form CG 00 01 (current form approved for use in Louisiana), or equivalent, is to be used in the policy. Claims-made form is unacceptable. The aggregate loss limit must apply to each project. ISO form CG 25 03 (current form approved for use in Louisiana), or equivalent, shall also be submitted. COMBINED SINGLE LIMIT (CSL) PER OCCURRENCE Projects over Type of Projects $1,000,000 up to Projects over Construction up to $1,000,000 _$10,000,000__ $10,000,000 New Buildings: Each Occurrence Minimum Limit $1,000,000 $2,000,000 $4,000,000 Per Project Aggregate $2,000,000 $4,000,000 $8,000,000

Each Occurrence Minimum Limit $1,000,000** $2,000,000** $4,000,000**

Per Project Aggregate 2 times per 2 times per 2 times per occur limit** occur limit** occur limit** **While the minimum Combined Single Limit of $500,000 is required for any renovation, the limit is calculated by taking 10% of the building value and rounding it to the nearest $1,000,000 to get the insurance limit. Example: Renovation on a $33,000,000 building would have a calculated $3,000,000 combined single limit of

2018 SC 15

coverage (33,000,000 times .10 = 3,300,000 and then rounding down to $3,000,000). If the calculated limit is less than the minimum limit listed in the above chart, then the amount needed is the minimum listed in the chart. Maximum per occurrence limit required is $10,000,000 regardless of building value. The per project aggregate limit is then calculated as twice the per occurrence limit. 11.2.3 Automobile Liability Automobile Liability Insurance shall have a minimum combined single limit per occurrence of $500,000. ISO form number CA 00 01 (current form approved for use in Louisiana), or equivalent, is to be used in the policy. This insurance shall include third- party bodily injury and property damage liability for owned, hired and non-owned automobiles. 11.2.4 Excess Umbrella Excess Umbrella Insurance may be used to meet the minimum requirements for General Liability and Automobile Liability only. 11.2.5 Builder’s Risk Builder’s Risk Insurance shall be in an amount equal to the greater of the fully- completed project value or the amount of the construction contract including any amendments and shall be upon the entire Work included in the contract. The policy shall provide coverage equivalent to the ISO form number CP 10 20, Broad Form Causes of Loss (extended, if necessary, to include the perils of wind, earthquake, collapse, vandalism/malicious mischief, and theft, including theft of materials whether or not attached to any structure). The policy must include architects’ and engineers’ fees necessary to provide plans, specifications and supervision of Work for the repair and/or replacement of property damage caused by a covered peril, not to exceed 10% of the cost of the repair and/or replacement. 11.2.6 Pollution Liability (required when asbestos or other hazardous material abatement is included in the contract) Pollution Liability insurance, including gradual release as well as sudden and accidental, shall have a minimum limit of not less than $1,000,000 per claim. A claims-made form will be acceptable. A policy period inception date of no later than the first day of anticipated Work under this contract and an expiration date of no earlier than 30 days after anticipated completion of all Work under the contract shall be provided. There shall be an extended reporting period of at least 24 months, with full reinstatement of limits, from the expiration date of the policy. The policy shall not be cancelled for any reason, except non-payment of premium. 11.2.7 Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and accepted by the Owner. The Contractor shall be responsible for all deductibles and self-insured retentions.

2018 SC 16

11.3 OTHER INSURANCE PROVISIONS 11.3.1 The policies are to contain, or be endorsed to contain, the following provisions: 11.3.1.1 Worker’s Compensation and Employers Liability Coverage 11.3.1.1.1 The insurer shall agree to waive all rights of subrogation against the Owner, its officers, agents, employees and volunteers for losses arising from Work performed by the Contractor for the Owner. 11.3.1.2 General Liability Coverage 11.3.1.2.1 The Owner, its officers, agents, employees and volunteers are to be added as additional insureds as respects liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor, premises owned, occupied or used by the Contractor. ISO Form CG 20 10 (current form approved for use in Louisiana), or equivalent, is to be used. 11.3.1.2.2 The Contractor’s insurance shall be primary as respects the Owner, its officers, agents, employees and volunteers. The coverage shall contain no special limitations on the scope of protection afforded to the Owner, its officers, officials, employees or volunteers. Any insurance or self-insurance maintained by the Owner shall be excess and non-contributory of the Contractor’s insurance. 11.3.1.2.3 The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the policy limits. 11.3.1.3 Builder’s Risk The policy must include an endorsement providing the following:

In the event of a disagreement regarding a loss covered by this policy which may also be covered by Parish of Ascension, Contractor and its insurer agree to follow the following procedure to establish coverage and/or the amount of loss:

Any party to a loss may make written demand for an appraisal of the matter in disagreement. Within 20 days of receipt of written demand, the Contractor’s insurer and Parish of Ascension or its commercial insurance company shall each select a competent and impartial appraiser and notify the other of the appraiser selected. The two appraisers will select a competent and impartial umpire. The appraisers will then identify the policy or policies under which the loss is insured and, if necessary, state separately the value of the property and the amount of

2018 SC 17

the loss that must be borne by each policy. If the two appraisers fail to agree, they shall submit their differences to the umpire. A written decision by any two shall determine the policy or policies and the amount of the loss. Each insurance company agrees that the decision of the appraisers and the umpire if involved will be binding and final and that neither party will resort to litigation. Each of the two parties shall pay its chosen appraiser and bear the cost of the umpire equally.

11.3.1.4 All Coverages 11.3.1.4.1 Coverage shall not be canceled, suspended, or voided by either party (the Contractor or the insurer) or reduced in coverage or in limits except after 30 days written notice has been given to the Owner. Ten-day written notice of cancellation is acceptable for non-payment of premium. Notifications shall comply with the standard cancellation provisions in the Contractor’s policy. 11.3.1.4.2 Neither the acceptance of the completed Work nor the payment thereof shall release the Contractor from the obligations of the insurance requirements or indemnification agreement. 11.3.1.4.3 The insurance companies issuing the policies shall have no recourse against the Owner for payment of premiums or for assessments under any form of the policies. 11.3.1.4.4 Any failure of the Contractor to comply with reporting provisions of the policy shall not affect coverage provided to the Owner, its officers, agents, employees and volunteers. 11.3.2 ACCEPTABILITY OF INSURERS All required insurance shall be provided by a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located. Insurance shall be placed with insurers with an A.M. Best’s rating of A-:VI or higher. This rating requirement may be waived for Worker’s compensation coverage only. If at any time an insurer issuing any such policy does not meet the minimum A.M. Best rating, the Contractor shall obtain a policy with an insurer that meets the A.M. Best rating and shall submit another certificate of insurance as required in the contract. 11.3.3 VERIFICATION OF COVERAGE Contractor shall furnish the Owner with Certificates of Insurance reflecting proof of required coverage. The Certificates for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The Certificates are to be received and approved by the Owner before Work commences and upon any contract renewal thereafter. The Certificate Holder must be listed as follows:

2018 SC 18

Name of Owner: Parish of Ascension Owner Address: 615 East Worthey Street. City, State, Zip: Gonzales, LA 70737 In addition to the Certificates, Contractor shall submit the declarations page and the cancellation provision endorsement for each insurance policy. The Owner reserves the right to request complete certified copies of all required insurance policies at any time. Upon failure of the Contractor to furnish, deliver and maintain such insurance as above provided, this contract, at the election of the Owner, may be suspended, discontinued or terminated. Failure of the Contractor to purchase and/or maintain any required insurance shall not relieve the Contractor from any liability or indemnification under the contract. If the Contractor does not meet the insurance requirements at policy renewal, at the option of the Owner, payment to the Contractor may be withheld until the requirements have been met, OR the Owner may pay the renewal premium and withhold such payment from any monies due the Contractor, OR the contract may be suspended or terminated for cause. 11.3.4 SUBCONTRACTORS Contractor shall include all subcontractors as insureds under its policies OR shall be responsible for verifying and maintaining the certificates provided by each subcontractor. Subcontractors shall be subject to all of the requirements stated herein. The Owner reserves the right to request copies of subcontractor’s certificates at any time. If Contractor does not verify subcontractors’ insurance as described above, Owner has the right to withhold payments to the Contractor until the requirements have been met. 11.3.5 WORKER’S COMPENSATION INDEMNITY In the event Contractor is not required to provide or elects not to provide Worker’s compensation coverage, the parties hereby agree the Contractor, its Owners, agents and employees will have no cause of action against, and will not assert a claim against, Parish of Ascension, its departments, agencies, agents and employees as an employer, whether pursuant to the Louisiana Worker’s Compensation Act or otherwise, under any circumstance. The parties also hereby agree that the Parish of Ascension, its departments, agencies, agents and employees shall in no circumstance be, or considered as, the employer or statutory employer of Contractor, its Owners, agents and employees. The parties further agree that Contractor is a wholly independent Contractor and is exclusively responsible for its employees, Owners, and agents. Contractor hereby agrees to protect, defend, indemnify and hold the Parish of Ascension, its departments, agencies, agents and employees harmless from any such assertion or claim that may arise from the performance of this contract. 11.3.6 INDEMNIFICATION/HOLD HARMLESS AGREEMENT

Contractor agrees to protect, defend, indemnify, save, and hold harmless, the Parish of Ascension, all Departments, Agencies, Boards and Commissions, its officers, agents, servants, employees

2018 SC 19

and volunteers, from and against any and all claims, damages, expenses and liability arising out of injury or death to any person or the damage, loss or destruction of any property which may occur, or in any way grow out of, any act or omission of Contractor, its agents, servants and employees, or any and all costs, expenses and/or attorney fees incurred by Contractor as a result of any claims, demands, suits or causes of action, except those claims, demands, suits or causes of action arising out of the negligence of the Parish of Ascension, all Departments, Agencies, Boards, Commissions, its officers, agents, servants, employees and volunteers.

Contractor agrees to investigate, handle, respond to, provide defense for and defend any such claims, demands, suits or causes of action at its sole expense and agrees to bear all other costs and expenses related thereto, even if the claims, demands, suits, or causes of action are groundless, false or fraudulent. 11.4 PERFORMANCE AND PAYMENT BOND Add the following Subparagraph 11.4.3: 11.4.3 RECORDATION OF CONTRACT AND BOND [38:2241A(2)] The Owner shall record within thirty (30) days the Contract Between Owner and Contractor and Performance and Payment Bond with the Clerk of Court in the Parish in which the Work is to be performed.

ARTICLE 12

UNCOVERING AND CORRECTION OF WORK 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION At the end of the paragraph, add the following sentences: “If the Contractor fails to correct Work identified as defective within a thirty (30) day period, through no fault of the Designer, the Owner may hold the Contractor in default. If the Owner finds the Contractor in default, the Surety shall be notified. If within thirty (30) days after notification, the Surety has not corrected the nonconforming Work, through no fault of the Architect or Owner, the Owner may contract to have nonconforming Work corrected and hold the Surety and Contractor responsible for the cost, including architectural fees and other indirect costs. If the Surety fails to correct the Work within the stipulated time period and fails to meet its obligation to pay the costs, the Owner may elect not to accept bonds submitted in the future by the Surety. Finding the Contractor in default shall constitute a reason for disqualification of the Contractor from bidding on future state contracts. 12.2.2 AFTER SUBSTANTIAL COMPLETION 12.2.2.1 At the end of the paragraph delete the last sentence and add the following sentences: If the Contractor fails to correct nonconforming Work within a thirty (30) day period, through no fault of the Architect or Owner, the Owner may hold the Contractor in default. If the Owner finds the Contractor is in default, the Surety shall be notified. If within thirty (30) days after notification, the Surety has not corrected the nonconforming Work, through no fault of the Architect or Owner, the Owner may contract to have the nonconforming Work corrected and

2018 SC 20

hold the Surety responsible for the cost including architects fees and other indirect costs. Corrections by the Owner shall be in accordance with Section 2.4. If the Surety fails to correct the nonconforming Work within the stipulated time period and fails to meet its obligation to pay the costs, the Owner may not accept bonds submitted, in the future, by the Surety. 12.2.2.1 At the end of the paragraph delete the last sentence and add the following sentences: If the Contractor fails to correct Work covered by warranties within a thirty (30) day period, through no fault of the Architect or Owner, the Owner may hold the Contractor in default. If the Owner finds the Contractor is in default, the Surety shall be notified. If within thirty (30) days after notification, the Surety has not corrected the warranty Work, through no fault of the Architect or Owner, the Owner may contract to have the warranty Work corrected and hold the Surety responsible for the cost including architects fees and other indirect costs. Corrections by the Owner shall be in accordance with Section 2.4. If the Surety fails to correct the warranty Work within the stipulated time period and fails to meet its obligation to pay the costs, the Owner may not accept bonds submitted, in the future, by the Surety.

ARTICLE 13

MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW Delete all after the word “located”. 13.2 SUCCESSORS AND ASSIGNS 13.2.1 In the second sentence, delete “Except as … 13.2.2” Delete paragraph 13.2.2 13.4 TESTS AND INSPECTIONS In Subparagraph 13.5.1, delete the second sentence and substitute the following: The Contractor shall make arrangements for such tests, inspections and approvals with the Testing Laboratory provided by the Owner, and the Owner shall bear all related costs of tests, inspections and approvals. Delete the last sentence of Subparagraph 13.5.1 13.5 INTEREST Delete Paragraph 13.6 13.6 TIME LIMITS ON CLAIMS

2018 SC 21

Delete Paragraph 13.7 (See L.R.S. 38:2189).

ARTICLE 14

TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR Delete clause 14.1.1.4 In Subparagraph 14.1.3, after the word “profit” add the following: “for Work completed prior to stoppage”. 14.2 TERMINATION BY THE OWNER FOR CAUSE Add the following clause: 14.2.1.5 Failure to complete the punch list within the lien period as provided in 9.8.7. 14.2.3 Add the following sentence: Termination by the Owner shall not suspend assessment of liquidated damages against the Surety. 14.2.5 Add the following Subparagraph: If an agreed sum of liquidated damages has been established, termination by the Owner under this Article will not relieve the Contractor and/or surety of his obligations under the liquidated damages provisions and the Contractor and/or surety shall be liable to the Owner for per diem liquidated damages.

ARTICLE 15

CLAIMS AND DISPUTES 15.1 CLAIMS In the first sentence of Subparagraph 15.1.1, after the word “money”, add the phrase: “extension of time,” 15.1.2 Add the following to the end of the paragraph: A Reservation of Rights and similar stipulations shall not be recognized under this contract as having any effect. A party must make a claim as defined herein within the time limits provided. 15.1.3 In the second sentence of the Subparagraph, delete “the decisions of the Initial Decision Maker” and replace with: “his/her decision”. Delete Paragraph 15.1.5.2 and substitute the following:

2018 SC 22

If adverse weather conditions are the basis for a claim for additional time, the Contractor shall document that weather conditions had an adverse effect on the scheduled construction. An increase in the contract time due to weather shall not be cause for an increase in the contract sum. At the end of each month, the Contractor shall make one Claim for any adverse weather days occurring within the month. The Claim must be accompanied by sufficient documentation evidencing the adverse days and the impact on construction. Failure to make such Claim within twenty-one (21) days from the last day of the month shall prohibit any future claims for adverse days for that month. 15.1.5.3 Add the following Subparagraph: The following are considered reasonably anticipated days of adverse weather on a monthly basis: January 11 days July 6 days February 10 days August 5 days March 8 days September 4 days April 7 days October 3 days May 5 days November 5 days June 6 days December 8 days The Contractor shall ask for total adverse weather days. The Contractor’s request shall be considered only for days over the allowable number of days stated above. Note: Contract is on a calendar day basis. 15.2 INITIAL DECISION 15.2.1 In the second sentence, delete the word “will” and replace with: “shall always”. In the second sentence, delete the phrase: “unless otherwise indicated in the Agreement.” In the third sentence, delete the word “mediation” and replace with: “litigation”. In the third sentence, delete: “unless 30 days have passed after the Claim has been referred to the Initial Decision Maker with no decision having been rendered.” 15.2.5 In the middle of the first sentence, delete all after the phrase: “rejecting the Claim”. In the second sentence, delete the phrase: “and the Architect, if the Architect is not serving as the Initial Decision Maker.” In the third sentence, delete all after: “binding on the parties” and add the following: “except that the Owner may reject the solution or suggest a compromise or both.” 15.2.6 Delete Paragraph. Delete Subparagraph 15.2.6.1

2018 SC 23

15.3 MEDIATION Delete Article 15.3 15.4 ARBITRATION Delete Article 15.4

Ascension Parish Fire District #1 Fire Station Geismar Main Station Project No. 17019

CHAIN LINK FENCES AND GATES Section 02 83 00

Page 1 of 4


SECTION 02 83 00

CHAIN LINK FENCES AND GATES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. PVC coated chain link fencing and accessories.

B. Fence Framework

1.2 SUBMITTALS

A. Shop drawings of fences and gates with all dimensions, details, and finishes. Drawings must include post foundations.

C. Product data: Manufacturer’s catalog indicating materials and a letter certifying that all conditions of the specifications have been met.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Framework to be manufactured by:

1. Ameristar; Tulsa, OK.; telephone: 800-321-8724. 2. Master Halco, Irving, TX; Telephone: 800-883-8384. 3. Guardian Fence, Columbia, SC.; telephone: 800-845-2526. 4. Or approved equal.

B. Chain link fences and gates must be obtained from a single source.

2.2 CHAIN LINK FENCE FABRIC

A. PVC coated over galvanized steel wire per ASTM F 668,

Class 1 – Extruded Wire to have 75,000 psi (517 MPa) tensile strength.

B. Chain link fence fabric shall be made of steel wire helically wound and interwoven in such a manner as to provide a continuous mesh without knots or ties except in the form of knuckling or twisting the ends of the



Page 2 of 4


wire to form the desired selvage of the fabric. Height of 8’-0”as shown on drawings, diamond mesh, and a core wire of 9 gauge.

Color to be selected from manufacturers standards available. Standards must contain a minimum of dark green, olive green, brown or black.

2.3 PVC COATED STEEL FENCE FRAME MEMBERS

A. Steel pipe produced in accordance with commercial standards. Minimum yield strength of 50,000 psi (344 MPa). Cold formed and welded per ASTM F 1043 Group IC.

C. An outer coat of PVC in accordance with ASTM F 1043, 7.3, in color to match fabric.

D. End and Corner Post 3” od, Line (intermediate) Post 3” od Rail and Braces 1-5/8” od .

2.4 GATES

A. Chain link swing gates as per ASTM F 900 Specifications for Industrial and Commercial Swing Gates.

B. Chain link cantilever slide gates per ASTM F 1184, Specifications for Industrial and Commercial Horizontal Slide Gates.

2.5 FITTINGS (All PVC Coated)

A. Chain link fence fittings per ASTM F 626. All ferrous metal fittings to be galvanized and coated with PVC to match framework and fabric.

B. Post caps: Steel, cast iron or aluminum alloy; must be weatherproof to prevent moisture intrusion into post.

C. Rail ends: Formed steel or iron, designed to provide secure connection of top rails to terminal post and brace or other rails to terminal and intermediate posts.

D. Sleeves: Lengths of top rails to be connected using 6" (152 mm) sleeves with a .055 minimum wall thickness that allow for expansion or contraction of the rail.

E. Tie Wire: 9 gauge [0.148" (3.76 mm)] galvanized steel or aluminum for attachment of chain link fabric to rails. Hog rings attach fabric to tension wire to be 12-1/2 GA [0.0985" (2.502 mm)] steel.

F. Fabric bands and brace bands to be pressed steel.

G. Tension (stretcher) bars to be made of one continuous piece of steel or aluminum, 3/16" x 3/4" (4.76 mm x 19 mm), in the same height as the fence. Provide one bar, per end or gate post and two bars per corner or pull post.



Page 3 of 4


H. Tension wire: Galvanized steel wire, 7 gauge [0.177" (4.5 mm)] core, vinyl coated, having a tensile strength of 75,000 psi (517 MPa).

I. Truss rods & tightened. Rod diameter 5/16" (7.9 mm).

J. Fasteners. All nuts and bolts to be galvanized before color coating.

2.6 SETTING MATERIALS

A. Concrete: Minimum 28 day compressive strength of 3,000 psi (20 MPa).

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify areas to receive fencing are completed to final grades and elevations.

3.02 CHAIN LINK FENCE FRAMING INSTALLATION

A. Install chain link fence in accordance with ASTM F 567.

B. Space the posts equal distant 8' (3.05 mm) maximum center to center of posts.

C. Set terminal posts at beginning and end of each continuous length of fence and where abrupt changes in grade or direction of fence occur (30° or more).

D. Set post in concrete. Dig Holes having a diameter 4 times the diameter of the post, and 6" (152 mm) deeper than the bottom of the post. Forms are not necessary or recommended. Crown concrete at top to shed water (except for tennis courts).

E. Check each post for vertical and top alignment.

F. Securely attach brace rail and truss rod at midpoint of all fences 6' high and over, or any fence without top rail. Adjust rod to insure posts remain vertically plumb after fabric is stretched. One brace per end or gate post. Two braces per corner or pull post.

G. Tension wire: Install tension wire at bottom of fabric [and at top, if top rail is not specified]. Install tension wire before stretching fabric and attach to each post with ties. Secure tension wire to fabric with 12-1/2 gauge [0.0985" (2.502 mm)] hog rings 24" (610 mm) o/c. Tension wire to be PVC coated. (Bottom tension wire is optional.)

H. Top rail: Install lengths, 21' (6400 mm). Connect joints with sleeves for rigid connections for expansion/contraction.



Page 4 of 4


3.03 CHAIN LINK FABRIC INSTALLATION

A. Fabric: Install fabric on security side and attach so that the fabric remains in tension after pulling force is released. Leave approximately 2" (50 mm) between finish grade and bottom selvage. Attach fabric with wire ties to line posts at 15" (381 mm) on center and to rails, braces, and tension wire at 24" (600 mm) on center.

B. Stretcher bars: Thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15" (381 mm) on center.

END OF SECTION - 02 83 00

Ascension Parish Fire District #1 Fire Station 80 Decorative Metal Railings Geismar Main Station Section 05 73 70 Project No. 17019 Page 1 of 4


SECTION 05 73 00 DECORATIVE METAL RAILINGS PART 1 - GENERAL 1.1 SUMMARY

A. Section Includes: 1. Stainless steel railing system with cable infill.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements. 1.2 REFERENCES

A. ASTM International (ASTM): 1. A240/A240M – Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate,

Sheet, and Strip for Pressure Vessels and for General Applications. 2. A554 - Standard Specification for Welded Stainless Steel Mechanical Tubing. 3. E985 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings.

B. National Association of Architectural Metal Manufacturers (NAAMM) AMP 503 - Finishes for Stainless

Steel. 1.3 SYSTEM DESCRIPTION

A. Design Requirements: 1. Design railings to conform to Building Code requirements. 2. Design railings to withstand following minimum loads:

a. 50 pounds per linear foot applied in any direction at top, transferred via attachments and supports to building structure.

b. Concentrated 200 pound load applied in any direction at any point along top, transferred via attachments and supports to building structure.

c. Design infill to withstand minimum uniform load of 50 pounds per square foot applied horizontally.

d. Uniform and concentrated loads do not need to be applied simultaneously.

B. Fabricate railings in accordance with ASTM E985. 1.4 SUBMITTALS

A. Submittals for Review: 1. Shop Drawings: Show railing locations, component dimensions, fabrication and assembly

details, and attachments. 2. Product Data: Manufacturer’s descriptive data including system description, components, and

finishes. 3. Samples:



a. Guard railing frame components: 12 inches long samples of each profile. b. Cable: 12 inches long. c. Cable hardware: Each component. d. Grommets: Each size.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: Minimum 5 years documented experience in work of this Section.

B. Railing System: 1. System components: Pre-engineered, designed by licensed Professional Structural Engineer. 2. Attachments to building structure: Designed by Professional Structural Engineer licensed in

State in which project is located.

C. Perform Work in accordance with ASTM E985.

D. Mockup: 1. Provide mockup of railing system, minimum 4 feet long x full height. 2. Show framing, cable infill, handrail, attachments, and accessories. 3. Locate where directed. 4. Approved mockup may remain as part of the Work.

E. Pre-Installation Conference:

1. Convene pre-installation conference approximately 2 weeks prior to beginning work of this Section.

2. Attendance: Contractor, Construction Manager, Architect, railing fabricator, and railing installer. 3. Review:

a. Installation methods for frame components attaching to supporting construction. b. Installation, adjusting, and protection of railing system. c. Coordination with other work.

PART 2 - PRODUCTS 2.1 MANUFACTURERS

A. Contract Documents are based on TEE Railing System by VIVA Railings, 650 East SH 121 Business, Suite 204, Lewisville, TX 75057, 972-353-VIVA (8482), www.vivarailings.com.

B. Substitutions: [Under provisions of Division 01.] [Not permitted.]

2.2 MATERIALS

A. Stainless Steel: 1. Shapes: ASTM A240/A240M, Type 304 or 316. 2. Tube: ASTM A5554, Type 304 or 316.

B. Cables:

1. Material: 1 x 19, Type 316 stainless steel strand, left-hand lay, per dimensional properties contained in MIL-W-87161.

2. Finish: Mill.

http://www.vivarailings.com/



3. Diameter: 3/16 inch, minimum breaking strength of 4000 pounds. 4. Orientation: Horizontal. 5. Spacing: [Maximum 3-1/2” inches on center.

C. Cable Hardware Components: Hardware substantially concealed inside end posts wherever practical.

2.3 ACCESSORIES

A. Anchors: Type best suited to application. 2.4 FABRICATION

A. Components: 1. Posts: T-shaped stainless steel, 2 x 2 inches, with holes for cable, spaced maximum 4 feet on

center. 2. Top rail: 2 inch diameter stainless steel round tubing. 3. Handrails: 1.5 inch diameter stainless steel round tubing. (not used) 4. Mounting method: Fascia.

B. Fabricate railings in accordance with approved Shop Drawings.

C. Fabricate railings with joints located symmetrically.

D. Fit and shop assemble railings in largest practical sizes for delivery to site.

E. Fabricate railings with joints tightly fitted and secured. Furnish fittings to accommodate site assembly

and installation.

F. Supply components required for anchorage of railings. Fabricate anchors and related components of same material and finish as railing.

G. Conceal fastenings where possible.

H. Use welds for permanent connections where possible.

1. Grind exposed welds smooth. 2. Tack welds prohibited on exposed surfaces.

I. Accommodate for expansion and contraction of members and building movement without damage to

connections or members. 2.5 FINISHES

A. Stainless Steel: NAAMM AMP 503; No. 6 satin.



PART 3 - EXECUTION 3.1 INSTALLATION

A. Install railing system in accordance with approved Shop Drawings.

B. Install components plumb and level, accurately fitted, free from distortion and defects.

C. Provide anchors for connecting railings to supporting construction.

D. Fit joints tight, flush, and hairline.

E. Tension cables to minimum of 400 pounds each.

F. Ensure that cables are parallel, without kinks and sags.

G. Installation Tolerances: 1. Maximum variation from level or from indicated slopes: 1/4 inch in 10 feet, noncumulative. 2. Maximum offset from true alignment of abutting members: 1/16 inch.

END OF SECTION – 05 73 00

Ascension Parish Fire District #1 Fire Station 80 Solid Plastic Lockers Geismar Main Station Section 10 51 26 Project No. 17019 Page 1 of 3


SECTION 10 51 26

SOLID PLASTIC LOCKERS

PART 1 GENERAL 1.1 SUMMARY

A. Section includes: 1. Solid plastic lockers and locker room benches.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements. 2. Division 06: Rough carpentry.

C. References

1. UL – GREENGUARD certified low emitting materials. 2. ASTM - B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,

Profiles, and Tubes. 3. ASTM – A167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate,

Sheet, and Strip. 1.2 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Include dimensioned layouts, elevations, trim, closures and accessories. 2. Product Data: Manufacturer’s descriptive data 3. Samples: 3” x 3” inch samples showing available colors.


A. Manufacturer Qualifications: Minimum 5 years of experience in manufacture of solid plastic lockers with products in satisfactory use under similar service conditions.

B. Installer Qualifications: Certified installer through manufacturer’s installation certification program. C. Indoor Environment Quality Certification: Provide certificate indicating that products have been certified under one

of the following programs, or a comparable certification acceptable to Owner. 1. GREENGUARD Certification (formerly known as GREENGUARD Indoor Air Quality Certification)

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store in an upright condition. Protect plastic lockers from exposure to direct sunlight. This product is not intended

for outdoor use.

1.5. WARRANTY

A. Provide manufacturer’s 25 year warranty against breakage, corrosion, and delamination under normal conditions. PART 2 PRODUCTS



2.1 MANUFACTURERS

A. Scranton Products. B. Longhorn Lockers B. Or Approved Equal.

C. Materials

1. High Density Polyethylene (HDPE): polyethylene thermoplastic formed into solid plastic components with homogeneous color throughout, with smooth orange peel finish.

2. Heavy Duty Extruded Aluminum: B221, 6063-T6 3. Chromium Plated Steel: A167 4. Color: To be selected from manufacturer’s color range.

2.5 PLASTIC UTILITY LOCKERS

A. Locker Configuration: Open front locker with lockable security box B. Locker Dimensions:

1. Height, Nominal: 72 inch 2. Width: 24 inch 3. Depth: 24 inch

C. Material: High density polyethylene (HDPE) plastic. D. Sides, Tops, Bottoms, Backs, and Shelves: 1/2 inch thick HDPE plastic.

1. Sides: 1/2 inch thick HDPE plastic, with side venting. E. Security Box: ½ inch thick HDPE plastic

1. Handle: ADA compliant ergonomic handle, injection molded plastic 2. Locks: Padlock 3. Hinge: Heavy duty extruded aluminum with corrosion free stainless steel pin with black finish. 4. Engraving: Match Owner’s artwork. 5. Latch Bar: 3/8 inch thick HDPE plastic with multiple latch points, fastened with stainless steel tamper-resistant

screws F. Accessories:

1. Garment bar: heavy duty extruded aluminum 2. Number Plate: 3134 aluminum, Series 1100, H18, satin matte finish, fastened to locker with corrosion resistant

stainless steel rivets 3. Locker Base: 1 inch thick HDPE plastic, with black finish, 4 inch; field assembly required. 4. Wall hooks: zinc plated steel, 4 per opening.

G. Color: As selected by Architect from manufacturer’s color range.

2.7 LOCKER BENCHES

A. Bench Tops: 1-1/2 inch thick HDPE with edges rounded to ¼ inch radius, 9-1/2 inches wide x 72” inches long. Provide two at locations to be selected by Architect in apparatus bay.

B. Pedestals: Aluminum, 16 inches high, secured to bench tops with stainless steel tamper resistant Torx head screws and secured to the floor with lead expansion shields and 2 inch long stainless steel machine bolts.

2.8 FABRICATION



A. Fabricate locker components square and rigid; finish free from scratches and chips. B. Fabricate locker components for snap-together assembly or slide-together dovetail connections providing solid and

secure, anti-racking construction. C. Fabricate adjacent lockers with common side panel. D. Fabricate locker units for assembly in maximum of three adjacent lockers. E. Fabricate locker benches to sizes indicated in single lengths.

PART 3 EXECUTION 3.1 INSTALLATION

A. Install lockers in accordance with manufacturer’s instructions and approved Shop Drawings. B. Set lockers directly on floor. C. Set plumb, level, rigid, and aligned. D. Attach lockers to supporting construction with anchors best suited to substrate conditions. E. Attach locker benches to floor.

3.2 ADJUSTING

A. Adjust doors and latches to operate correctly.

END OF SECTION

Ascension Parish Fire District #1 Fire Station 80 Projector and Projection Screen Geismar Main Station Section 11 52 13 Project No. 17019 Page 1 of 3


SECTION 11 52 13

PROJECTOR AND PROJECTION SCREEN

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Ceiling mounted projector and recessed projector screen.

B. Electrically operated, ceiling recessed, front projection screens.

1.2 RELATED SECTIONS

A. Division 5 - Metal Fabrications: Suspension systems for projection screens.

B. Section 09 29 00 – Gypsum board.

C. Section 06 40 00 - Architectural Woodwork.

1.3 REFERENCES

A. NFPA 701-99 - Fire Tests for Flame-Resistant Textiles and Films.

1.4 SUBMITTAL DATA

A. Submit under provisions of Section 01 30 00 - Administrative Requirements.

B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods.

C. Wiring diagram for electrically operated units.

D. Shop drawings: Shop drawings showing layout and type of projector and projection screens. Show the following: 1. Location of projector and projection screen centerline. 2. Location of wiring connections. 3. Detailed drawings for concealed mounting. 4. Connections to structural system. 5. Anchorage details. 6. Accessories. 7. Frame details.



E. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

F. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.


A. Provide manufacturers 2 year warranty on parts and labor.

B. Coordination of Work: Coordinate layout and installation of projector and projection screens with other construction supported by, or penetrating through, ceilings, including light fixtures, HVAC equipment, fire-suppression system, and partitions.


A. Do not deliver projector and projection screens until building is enclosed and other construction where screens will be installed is substantially complete.

B. Store products in manufacturer's unopened packaging until ready for installation.

C. Protect products from damage during delivery, handling, storage, and installation.

PART 2 - PRODUCTS

2.1 PROJECTOR (one in Training Room):

A. Manufacturers: 1. Bases of design: EPSON PowerLite 2247U Wireless Full HD WUXGA 3LCD Projector, Model

V11H881020. 2. Sony. 3. Or approved equal.

B. System description: 1. High-aperture Epson 3LCD, 3 chip technology. 2. Resolution: WXGA resolution 1920 x 1200 3. Color Brightness: 4200 lumens. 4. White Brightness: 4200 lumens. 5. Wireless networking with wireless security. 6. Remote management and control. 7. Manufacturer’s prefabricated ceiling mounted bracket with vibration isolation fittings. 8. Paint bracket to match ceiling color.



2.2 PROJECTION SCREEN (one in Training Room):

A. Manufacturers: 1. Bases of design: Da-Lite Professional Electric Projection Screen. 2. Draper Inc. 3. Or approved equal.

B. System Description: 1. Size: 96” high x 120” wide 2. Matt white finish. 3. In-the-roller motor mounting system for quiet operation. 4. Decora style three position wall switch. 5. Manufacturers mounting system for ceiling recessed application.

PART 3 - EXECUTION

3.1 Contractor shall verify proper installation of all substructure components required for assembly supports.

3.2 Install all components in accordance with manufacturer’s instructions. Ensure all components installed securely in a manner that produces smoothly operating components with plumb and straight edges and flat viewing surfaces. Ensure projector installed at proper angle for projection to projection screen and the keystone feature is properly adjusted for producing straight edges.

3.3 Install products only after all dust-creating activities have been completed, just prior to Date of Substantial Completion.

3.4 Test all products for proper operation in all respects; make necessary adjustments. Verify operation of remote control units.

3.5 Instruct designated Owner personnel in operation and maintenance procedures.

END OF SECTION 11 52 13

Ascension Parish Fire District #1 Fire Station 80 GRADING Geismar Main Station #80 Section 31 22 00 Project No. 17019 Page 1 of 9


SECTION 31 22 00

GRADING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawing and general provisions of the Contract, including General and Supplementary Conditions and other general requirements sections, apply to work specified in this section.

1.02 DESCRIPTION OF WORK

A. The work under this section of the specifications consists of furnishing all labor, equipment, materials,

tools, and incidentals for excavating, backfilling, filling, compacting, and grading the site in strict conformance with the Plans and as specified herein.

B. Extent of earthwork is indicated on drawings. 1. Preparation of subgrade for pavements is included as part of this work. 2. General site grading not within limits of proposed building foundations, landscaping or

associated hardscape features. C. "Excavation" consists of removal of material encountered to subgrade elevations indicated and

subsequent disposal of materials removed.


A. Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction.

B. Owner will engage and pay for soil testing and inspection service for quality control testing during earthwork operations. Contractor shall pay for all retesting of failed tests.

C. Frequency of field density testing shall be per Architect’s direction or at a minimum as follows, but not less than 3 per project element: 1. Embankment Compaction Tests 1 test per 1000 cubic yards per lift 2. Backfill under Building Structures

a. Hand or Mechanical Tamp 1 test per 250 square yards b. Roller or Tractor Compacted 1 test per 1000 square yards

4. Drainage Pipe Embedment 1 test per 1000 lineal feet 5. Trench Backfill 1 test per 1000 lineal feet 6. Subgrade Compaction under Pavement 1 test per 500 square yards 7. Base Course Compaction 1 test per 500 square yards



1.04 SUBMITTALS

A. Submit directly to Architect from the testing services; with copy to Contractor test reports on borrow material;

field density test reports; and one optimum moisture-maximum density curve for each type of soil encountered.

1.05 JOB CONDITIONS

A. Soil test borings and other exploratory operations may be made by Contractor at no cost to Owner.

B. The Contractor shall at his own expense perform all surveys and establish all working or construction lines and grades as required for the construction of the project and shall be solely responsible for the accuracy thereof.

C. Information on existing utilities as shown on the drawing was taken from maps and records of the

university and field surveys of above-ground utility markings and features. Accordingly, the actual size, location and depth are not warranted by the surveyor/Architect. Other utilities may exist on the project site and are not shown on the Drawings. The Contractor is required to notify LA One Call or other applicable utility providers to mark the location of utilities in the areas affected by construction of the project.

D. The Contractor shall obtain an excavation permit from the Owner prior to clearing, excavation or grading

of any type, and shall be responsible for damage to and protection of existing structures and utilities identified by the respective utility providers and by the University.

E. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult

the Owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner.

F. Hand digging/trenching is required in the vicinity of existing utilities and structures.

G. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during

occupied hours, except when permitted in writing by Architect and then only after acceptable temporary utility services have been provided.

H. Provide minimum of 48-hour notice to Architect, and receive written notice to proceed before

interrupting any utility.

I. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies for shut-off of services if lines are active.

J. The use of explosives is not permitted.

K. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with

warning lights.



L. Operate warning lights as recommended by authorities having jurisdiction.

M. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by

settlement, lateral movement, undermining, washout and other hazards created by earthwork operations.

N. Excavations within drip-line of large trees to be done by hand. Protect the root system from damage or dry out to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Paint root cuts of 1" diameter and larger with emulsified asphalt tree paint.

PART 2 - PRODUCTS

2.01 SOIL MATERIALS

A. Native materials shall be acceptable for fill provided they are free of rock or gravel larger than 2" in any

dimension, debris, waste, vegetable and other deleterious matter.

B. Borrow material, if required, for site fill shall be a lean clay with a Plasticity Index between 12 and 25 and a maximum Liquid Limit of 40. The contractor shall be responsible for all loading and delivery of this material to the site. All fill, whether borrow or existing, shall be measured and paid for at the same unit price.

C. Road base and pipe bedding material shall be as shown on the Drawings.

D. Backfill and Fill Materials shall be satisfactory soil materials free of clay, rock or gravel larger than

2" in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter.

PART 3 - EXECUTION

3.01 EXCAVATION

A. Excavation is unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered.

B. Unauthorized excavation consists of removal of materials beyond indicated elevations or

dimensions without specific direction of Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be at Contractor's expense.

C. Backfill and compact unauthorized excavations as specified for authorized excavations of same

classification, unless otherwise directed by Architect.

D. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Architect.



E. Removal of unsuitable material and its replacement as directed will be paid on basis of contract

conditions relative to changes in work.

F. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated.

G. Minimum side slope of excavations shall comply with OSHA standards/guidelines. Shore and brace where

sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling.

H. Prevent surface water and subsurface or groundwater from flowing into excavations and from flooding

project site and surrounding area. If water does enter excavation, remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations.

I. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to

convey rain water and water removed from excavation to collecting or run-off areas. Do not use trench excavations as temporary drainage ditches.

J. Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade,

and shape stockpiles for proper drainage.

K. Locate and retain soil materials away from edge of excavations

L. Dispose of excess soil material and waste materials as herein specified.

M. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 feet, and extend a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection.

N. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand

to final grade just before concrete reinforcement is placed. Trim bottoms to required lines and grades to leave solid base to receive other work.

O. For pavement excavation, cut surface under pavements to comply with cross-sections, elevations and

grades as shown.

P. For trench excavation, dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 9-inch minimum clearance on both sides of pipe or conduit, unless otherwise shown on the Drawings.



Q. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish

indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze-ups.

R. For pipes or conduit 5-inch diameter or less in nominal size and for flat-bottomed multiple-duct conduit

units, do not excavate beyond indicated depths. Hand excavate bottom cut to accurate elevations and support pipe or conduit on undisturbed soil.

S. For pipes or conduit 6-inch diameter or larger in nominal size, tanks and other mechanical/electrical work

indicated to receive subbase, excavate to subbase depth indicated, or, if not otherwise indicated, to 6 inches below bottom of work to be supported.

T. Except as otherwise indicated, provide 30 inches minimum cover below finish grade for exterior water

piping (water, steam, condensate, drainage).

U. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe.

3.02 COMPACTION

A. Control soil compaction during construction providing minimum percentage of density specified for each

area classification indicated below.

B. Compact soil to no less than the following percentages of maximum density for soils which exhibit a well-defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557; and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not exhibit a well-defined moisture-density relationship (cohesionless soils).

1. Structures and Pavements: Compact top 12 inches of subgrade and each layer of backfill or fill

material at 92% maximum density for cohesive material or 75% relative density for cohesionless material.

2. Lawn or Unpaved Areas: Compact top 6 inches of subgrade and each layer of backfill or fill material

at 85% maximum density for cohesive soils and 70% relative density for cohesionless soils.

3. Walkways: Compact top 6 inches of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 70% relative density for cohesionless material.

C. Concrete, as required, shall be placed within 7 days of compaction testing.



D. Where subgrade or layer of soil material must be moisture conditioned before compaction,

uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations.

E. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to

specified density.

F. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value.

3.03 BACKFILL AND FILL

A. Place acceptable soil material in layers to required subgrade elevations, for each area classification listed

below.

1. In excavations, use satisfactory excavated or borrow material. 2. Under grassed and planter areas, use satisfactory excavated or borrow material. Fill to top of curb

or surrounding pavement. Slope fill or otherwise grade to provide positive surface drainage as required.

3. Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both.

4. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder.

B. Backfill excavations as promptly as work permits, but not until completion of the following:

1. Inspection, testing, approval, and recording locations of underground utilities. 2. Removal of concrete formwork. 3. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off

temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required.

4. Removal of trash and debris.

C. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface to a minimum of 5 inches depth prior to placement of fills. Plow, strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface.

D. When existing ground surface has a density less than that specified under "Compaction" for

particular area classification, break up ground surface, pulverize, moisture-condition to optimum moisture content, and compact to required depth and percentage of maximum density.



E. Place backfill and fill materials in layers not more than 8 inches in loose depth for material

compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers.

F. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content.

Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice.

G. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required

elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift.

3.04 GRADING

A. Uniformly grade areas within limits of grading under this section, including adjacent transition areas.

Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades.

B. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. C.

Finish surfaces free from irregular surface changes, and as follows:

1. Lawn or Unpaved Areas shall receive topsoil to within no more than 1/2 inch above or below required subgrade elevations. Backfill and grade areas behind curbs and sidewalks to 1/2 inch above top of pavement as required by drawings or to prevent ponding.

2. Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 1/2 inch above or below required grade elevation.

3. Shape surface of areas under pavement to line, grade and cross-section, with finish surface not more than 1/2 inch above or below required subgrade elevation.

D. Grading of Site:

1. Except as otherwise directed by the Architect, perform all rough and finish grading required to attain

the elevations indicated on the Drawings. Grade to slope away from buildings and to drain properly. Finished slopes shall be free from irregularities, hollows and depressions, and shall be true to the contours shown on the Drawings.

2. After grading is completed and the Architect has finished inspection, no further excavation, filling, or grading will be permitted except with the approval of the Architect.

3. Use all means necessary to prevent the erosion of freshly graded areas during construction and until such time as permanent drainage and erosion control measures have been installed

E. Finish Grading



1. Backfill and grade areas behind curbs and sidewalks to 1/2 inch above top of pavement to prevent

ponding. 2. Use all means necessary to prevent the erosion of freshly graded areas during

construction and until such time as permanent drainage and erosion control measures have been installed.

3. After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification.

3.05 PAVEMENT SUBBASE COURSE

A. Subbase course consists of placing subbase material, in layers of specified thickness, over

subgrade surface to support a pavement base course. See other sections for paving specifications.

B. During construction, maintain lines and grades including crown and cross-slope of subbase course. C.

Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations.

D. When a compacted subbase course is shown to be 6 inches thick or less, place material in a single layer.

When shown to be more than 6 inches thick, place material in equal layers, except no single layer more than 6 inches or less than 3 inches in thickness when compacted.

3.06 FIELD QUALITY CONTROL

A. Allow testing service to inspect and approve subgrades and fill layers before further construction work is

performed. If testing service reports and inspection show subgrade or fills do not satisfy specified density requirements, provide additional compaction and testing at no additional expense to the Owner.

B. Perform field density tests in accordance with ASTM standards. See Section 1.3.C for frequency of

testing required.

3.07 CLEANUP AND MAINTENANCE

A. Upon completion of all grading and pavement work, immediately remove all debris and excess materials from the site. Except otherwise noted, all materials removed shall become the property of the Contractor, and shall be disposed of by the Contractor off site.

B. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and re- establish

grades in settled, eroded, and rutted areas to specified tolerances.

C. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re-shape, and compact to required density prior to further construction.



C. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re-shape, and compact to required density prior to further construction.

D. Where settling is measurable or observable at excavated areas during general project warranty

period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible.

END OF SECTION

Ascension Parish Fire District #1 Fire Station 80 TURF AND GRASSES Geismar Main Station #80 Section 32 92 00 Project No. 17019 Page 1 of 4


SECTION 32 92 00 TURF AND GRASSES PART 1 - GENERAL

1.1 SODDING AND SEEDING

A. SCOPE

The work under this section of the Specifications consists of furnishing all fertilizer, seed, sod and related materials, supervision, labor, equipment, appliances and services necessary for and incidental to completing all operations in connection with the dressing, fertilizing, seeding and sod-ding of earthwork areas in strict accordance with these Specifications and the applicable drawings. In general, the work shall include but not be limited to, the following: 1. Dressing, Fertilizing, Sodding and/or Seeding – lawn areas, cut and fill areas or swales, both for

temporary establishment during the winter months and for permanent establishment in the warm months.

2. Establishing Lawn Areas – or erosion control and fertilizing in all other areas on the project site disturbed by construction, but not to be otherwise planted or covered.

B. RELATED WORK SPECIFIED ELSEWHERE 1. See other sections of the landscaping specifications and drawings as well as the complete Contract

Documents. C. SUBMITTALS

1. Soil Analysis: For each un-amended soil type, furnish soil analysis and a written report by a qualified soil-testing laboratory. a. The soil-testing laboratory shall oversee soil sampling. b. Report suitability of tested soil for plant growth. c. State recommendations for nitrogen, phosphorus, and potash nutrients and soil

amendments to be added to produce satisfactory planting soil suitable for healthy, viable plants.

d. Report presence of problem salts, minerals, or heavy metals; if present, provide additional recommendations for corrective action.



PART 2 - PRODUCTS A. TOPSOIL

Top Soil: ASTM D 5268 topsoil, with pH range of 5.5 to 7, a minimum of 2 percent and maximum of 20% organic material content. Imported topsoil or manufactured topsoil from off-site sources; do not obtain from agricultural land, bogs or marshes. Verify suitability of soil to produce viable planting soil as determined by the testing lab in order to meet project specifications. Clean soil of roots, plants, sod, stones, clods, clay lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement, plaster, building debris, and other extraneous materials harmful to plant growth.

Sieve Sizes Percentage Passing 1-inch 100% ½ inch 95%-100% No. 4 75%-100% No. 10 60%-100% No. 200 10%-60%

Mix soil with the following soil amendments and fertilizers in the following quantities to produce planting soil: 1. Ratio of Loose Compost to Topsoil by Volume: 1:3 2. Weight of Commercial Fertilizer per 1000 Sq. Ft. (92.9 Sq. m): 3lbs

B. FERTILIZER Fertilizer shall be 10-12-12 or other approved blend, applied at the rate of one thousand (1000) pounds per acre or as recommended by the Manufacturer, and shall be a commercial lawn starter fertilizer conforming to all applicable state laws. It shall be delivered in original, unopened containers, each bearing the manufacturer’s guaranteed analysis, and shall be uniform in com-position, dry and free flowing. Any fertilizer that becomes wet, caked or otherwise damaged, making it unsuitable for use will not be accepted.

C. GRASS – (Celebration Bermuda) 1. Sod – shall be in areas as shown on plans. Sod shall be live, free of weeds and nut grass, and shall

be cut with a full three-quarters (3/4) inch of natural soil covering the roots. It shall be delivered to the job in twelve (12) inch wide strips and shall not have been stacked for more that twenty-four (24) hours between the time of cutting and delivery to the job site. During delivery, prior to and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and exposure of the roots to the sun.



PART 3 – EXECUTION A. SODDING

1. Thoroughly Till Areas to be Sodded – to a depth of four (4) inches with fertilizer as specified at the rate of one thousand (1000) pounds per acre. If suggested by the soil test analysis, work limestone into the soil ad required (normal application is approximately 2000 pounds per acre).

2. Fine Grade Sod Bed – to remove ridges and depressions and clear surface of weeds, grass

growth, stones and debris. Taking care not to disturb or adversely alter drainage. 3. Lay Sod Panels – tightly together to make a solid sodded lawn area. Immediately fol-lowing

the sod laying, the lawn areas shall be rolled with a lawn roller commonly used for such purposes and then thoroughly watered as described under “Seeding”.

4. Top Dress – with builders’ sand (Clean coarse textured sand to be approved by project landscape architect) to smooth out uneven spots in the new lawn surface, if deemed necessary by the Owner or the Landscape Architect.

B. CLEAN-UP Thoroughly clean the entire project area of all trash and other debris and all unused or salvaged materials resulting from grassing operations. After completion of the work, remove all spoil piles and sweep or rake the entire project area clean.

C. MAINTENANCE Maintenance of grass areas shall consist of watering, weeding, cutting, repair of any erosion and re-seeding and/or re-sodding as necessary to establish a uniform stand of the specified grass and shall continue until provisional acceptance of the entire planting and grassing work. All lawn areas that do not show satisfactory growth within fifteen (15) days sodding shall be scarified, and re-sodded and re-fertilized as directed until a satisfactory lawn has been established. The lawns shall be considered established when they are reasonably free from weeds, green in appearance and the specified grass is vigorous and growing well, with no bare spots larger than one (1) square foot. Full coverage is required within thirty (30) days.

D. PROTECTION All lawn areas shall be protected until accepted. All eroded and damaged areas, regardless of cause, shall be immediately repaired and re-sodded. Protect lawns against traffic.

E. FINAL INSPECTION and ACCEPTANCE As soon as the lawns have become established as required, a final inspection of the work will be made by the Landscape Architect and the Owner. If the work is found to be satisfactory and in accordance with all requirements of the Contract documents, the work will be provisionally accepted.

G. GUARANTEE PERIOD The entire sodded area shall be maintained for 90 days and guaranteed by the Landscape Con-tractor for 12 months following provisional acceptance of work.



3.1 SPECIAL LANDSCAPE PROVISIONS Definition – the term “Contractor” as referred to in this section means only the Landscape Contractor. The Landscape Contractor shall be currently licensed to perform landscape contracting work in this state. A. Water – will be available for the work. Contractor to coordinate with the Owner for sources. Hose or other

watering equipment required for the work shall be furnished and operated by the Con-tractor at his own expense.

B. Finished Grading – shall be the Contractor’s responsibility. It will be the Contractor’s responsibility to provide whatever fine grading is required to bring areas to be planted back up to the existing finished grades or to grades specified on the Drawings or in these Specifications. This will also include grading to insure proper drainage of all planting areas wherever necessary and shall al-so apply to existing slopes, berms or lawn areas damaged during the work described herein. If additional topsoil is required to accomplish these items, it will be the responsibility of the Contractor to do so unless decided otherwise by the Owner. All areas designated to be sodded shall have topsoil spread evenly and shall have a minimum depth after compaction and settlement of 4 inches.

C. Period of Establishment and Replacements 1. Upon the completion of sodding and provided that sod is in place, living and conforms to these

Specifications, provisional acceptance will be granted. 2. The Contractor shall be responsible for replacing dead, damaged or unhealthy sod and, in general,

insuring proper plant growth for a Period of Establishment, which shall be one (1) year after the provisional acceptance is made.

3. Plant materials that have partially died so that shape, size or symmetry has been dam-aged, shall be considered subject to replacement. In such cases, the opinion of the Landscape Architect shall be final.

4. Plants used for replacement shall be of the same quantity, size, kind and quality as those originally planted, and they shall be planted as originally specified. This extra work, including all materials, labor and equipment used in these replacements shall be at no cost to the Owner. Replaced sod shall carry the same establishment period as the original. Damage, including ruts in lawn or bed areas, existing utilities, paving and other improvements, incurred while making replacements shall be immediately repaired to the satisfaction of the Owner.

5. With the approval of the Landscape Architect, plants may be replaced at the start of next year’s planting or digging season but, in such cases, dead plants shall be removed from the site immediately.

6. The Contractor agrees that, for the Period of Establishment of ninety (90) days for sodded turf, he will water the sod a minimum of two (2) times each week during dry periods. Watering shall consist of thoroughly soaking each planting area to insure that deep watering has occurred. The irrigation system may be used to accomplish all necessary watering.

7. This replacement guarantee does not apply where sod dies after final acceptance be-cause of injury by excessive wind (hurricane), hail or vandalism.

8. Final acceptance will be made only if all sod is in place, living and is in conformance with the Drawings, Specifications and these Special Provisions.

END OF SECTION

Ascension Parish Fire District #1 Fire Station 80 PLANTS Geismar Main Station #80 Section 32 93 00 Project No. 17019 Page 1 of 7


SECTION 32 93 00 PLANTS

PART 1 - GENERAL

1.1 SUMMARY A. Section Includes:

1. Plants. 2. Planting Soils.

1.2 DEFINITIONS

A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus. C. Finish Grade: Elevation of finished surface of planting soil. D. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with

stabilized organic soil amendments to produce topsoil or planting soil. E. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This

includes insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. It also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant.

F. Pests: Living organisms that occur where they are not desired, or that cause damage to plants, animals, or people. These include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses.

G. Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surface soil; imported topsoil; or manufactured topsoil that is modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth.

H. Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk.

I. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed.

J. Subsoil: All soil beneath the topsoil layer of the soil profile and typified by the lack of organic matter and soil organisms.

K. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil.



1.3 SUBMITTALS A. Product Data: For each type of product indicated, including soils. B. Samples of mineral mulch. C. Product certificates. D. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants

during a calendar year.

1.4 QUALITY ASSURANCE A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site

when work is in progress. 1. Pesticide Applicator: State licensed, commercial.

B. Soil Analysis: For each un-amended soil type, furnish soil analysis and a written report by a qualified soil-testing laboratory.

1. The soil-testing laboratory shall oversee soil sampling. 2. Report suitability of tested soil for plant growth.

a. State recommendations for nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory planting soil suitable for healthy, viable plants.

b. Report presence of problem salts, minerals, or heavy metals; if present, provide additional recommendations for corrective action.

C. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1.

D. Pre-Installation Conference: Contractor to conduct conference with Owner and/or Owner’s Representative at a location to be determined.


A. Deliver bare-root stock plants freshly dug. Immediately after digging up bare-root stock, pack root system in wet straw, hay, or other suitable material to keep root system moist until planting.

B. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, wind burn, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling.

C. Handle planting stock by root ball. D. Store bulbs, corms, and tubers in a dry place at 60 to 65 deg F (16 to 18 deg C) until planting. E. Deliver plants after preparations for planting have been completed and install immediately. If planting is

delayed more than six hours after delivery, set plants and trees in their appropriate aspect (sun, filtered sun, or shade), protect from weather and mechanical damage, and keep roots moist.



1.6 WARRANTY A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials,

workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following:

a. Death and unsatisfactory growth, except for defects resulting from abuse, lack of adequate maintenance, or neglect by Owner, or incidents that are beyond Contractor's control.

b. Structural failures including plantings falling or blowing over. 2. Warranty Periods from Date of Substantial Completion

a. Trees, Shrubs, Vines, and Ornamental Grasses: 12 months. b. Ground Covers, Biennials, Perennials, and Other Plants: 12 months. c. Annuals: Three months.

1.7 MAINTENANCE SERVICE

A. Initial Maintenance Service: Provide maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well established but for not less than maintenance period below. 1. Maintenance Period for Trees and Shrubs: 90 days from date of Substantial Completion. 2. Maintenance Period for Ground Cover and Other Plants: 90 days from date of Substantial

Completion. PART 2 - PRODUCTS 2.1 PLANT MATERIAL

A. General: Furnish nursery-grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in Plant Schedule or Plant Legend shown on Drawings and complying with ANSI Z60.1; and with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully branched, healthy, vigorous stock, densely foliated when in leaf and free of disease, pests, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement.

B. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1. Root flare shall be visible before planting.

C. Annuals: Provide healthy, disease-free plants of species and variety shown or listed, with well-established root systems reaching to sides of the container to maintain a firm ball, but not with excessive root growth encircling the container. Provide only plants that are acclimated to outdoor conditions before delivery, and that are in bud but not yet in bloom.

2.2 INORGANIC SOIL AMENDMENTS

A. Lime: ASTM C 602, agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through No. 8 (2.36-mm) sieve and a minimum of

75 percent passing through No. 60 (0.25-mm) sieve. 2. Class: O, with a minimum of 95 percent passing through No. 8 (2.36-mm) sieve and a minimum of



55 percent passing through No. 60 (0.25-mm) sieve. B. Sulfur: Granular, biodegradable, and containing a minimum of 90 percent sulfur, with a minimum of 99

percent passing through No. 6 (3.35-mm) sieve and a maximum of 10 percent passing through No. 40 (0.425-mm) sieve.

C. Sand: Clean, washed, natural or manufactured, and free of toxic materials.

2.3 ORGANIC SOIL AMENDMENTS A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35

to 55 percent by weight; 100 percent passing through 1-inch (25-mm) sieve; soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows:

B. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, debris, and material harmful to plant growth.

2.4 FERTILIZERS

A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: 1 lb/1000 sq. ft. (0.45 kg/92.9 sq. m) of actual nitrogen, 4 percent phosphorous, and

2 percent potassium, by weight. B. Planting Tablets: Tightly compressed chip type, long-lasting, slow-release, commercial-grade planting

fertilizer in tablet form. Tablets shall break down with soil bacteria, converting nutrients into a form that can be absorbed by plant roots. 1. Size: 5-gram tablets. 2. Nutrient Composition: 20 percent nitrogen, 10 percent phosphorous, and 5 percent potassium, by

weight plus micronutrients.

2.5 PLANTING SOILS A. Planting Soil: ASTM D 5268 topsoil, with pH range of 5.5 to 7, a minimum of 2 percent organic material

content. Imported topsoil or manufactured topsoil from off-site sources; do not obtain from agricultural land, bogs or marshes. Verify suitability of soil to produce viable planting soil as determined by the testing lab in order to meet project specifications. Clean soil of roots, plants, sod, stones, clods, clay lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement, plaster, building debris, and other extraneous materials harmful to plant growth. Mix soil with the following soil amendments and fertilizers in the following quantities to produce planting soil: 1. Ratio of Loose Compost to Topsoil by Volume: 1:3 2. Ratio of Loose Wood Derivatives to Topsoil by Volume: 1:3 3. Weight of Commercial Fertilizer per 1000 Sq. Ft. (92.9 Sq. m): 3lbs 4. Weight of Slow-Release Fertilizer per 1000 Sq. Ft. (92.9 Sq. m): 1-2lbs

2.6 MULCHES



A. Organic Mulch: Ground or shredded bark or Wood and bark chips.

2.7 PESTICIDES A. General: Pesticide registered and approved by EPA, acceptable to authorities having jurisdiction, and of

type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction.

PART 3 – EXECUTION 3.1 PLANTING AREA ESTABLISHMENT

A. Loosen subgrade of planting areas to a minimum depth of 12 inches (300 mm). Remove stones larger than 1-1/2 inches (38 mm) in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply superphosphate fertilizer directly to subgrade before loosening. 2. Thoroughly blend planting soil off-site before spreading or spread topsoil, apply soil amendments

and fertilizer on surface, and thoroughly blend planting soil. 3. Spread planting soil to a depth of 8 inches (200 mm) but not less than required to meet finish grades

after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet.

B. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades.

3.2 EXCAVATION FOR TREES AND SHRUBS

A. Planting Pits and Trenches: Excavate circular planting pits with sides sloping inward at a 45-degree angle. Excavations with vertical sides are not acceptable. Trim perimeter of bottom leaving center area of bottom raised slightly to support root ball and assist in drainage away from center. Do not further disturb base. Ensure that root ball will sit on undisturbed base soil to prevent settling. Scarify sides of planting pit smeared or smoothed during excavation. 1. Excavate approximately three times as wide as ball diameter. 2. Excavate at least 12 inches (300 mm) wider than root spread and deep enough to accommodate

vertical roots for bare-root stock. 3. Do not excavate deeper than depth of the root ball, measured from the root flare to the bottom of

the root ball. B. Subsoil and topsoil removed from excavations may not be used as planting soil.

3.3 TREE, SHRUB, AND VINE PLANTING A. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly; do not break. C. Set stock plumb and in center of planting pit or trench with root flare 1 inch (25 mm) above adjacent finish

grades. 1. Use planting soil for backfill.



2. Balled and Burlapped: After placing some backfill around root ball to stabilize plant, carefully cut and remove burlap, rope, and wire baskets from tops of root balls and from sides, but do not remove from under root balls. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation.

3. Balled and Potted or Container-Grown: Carefully remove root ball from container without damaging root ball or plant.

4. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed.

5. Place planting tablets in each planting pit when pit is approximately one-half filled; in amounts recommended in soil reports from soil-testing laboratory. Place tablets beside the root ball about 1 inch (25 mm) from root tips; do not place tablets in bottom of the hole.

6. Continue backfilling process. Water again after placing and tamping final layer of soil. D. When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on

the slope; the edge of the root ball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the root ball.

3.4 TREE, SHRUB, AND VINE PRUNING

A. Remove only dead, dying, or broken branches. Do not prune for shape. B. Prune, thin, and shape trees, shrubs, and vines according to standard professional horticultural and

arboricultural practices. Unless otherwise indicated by Architect, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and prune to retain natural character.

3.5 GROUND COVER AND PLANT PLANTING

A. Set out and space ground cover and plants other than trees, shrubs, and vines apart as indicated in even rows with triangular spacing.

B. Use planting soil for backfill. C. Dig holes large enough to allow spreading of roots. D. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold

water. E. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. F. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from

transplanting shock. 3.6 PLANTING AREA MULCHING



A. Mulch backfilled surfaces of planting areas and other areas indicated. 1. Trees and Tree-like Shrubs in Turf Areas: Apply organic mulch ring of 2-inch (50-mm) average

thickness, 36-inch (900-mm) radius around trunks or stems. Do not place mulch within 6 inches (150 mm) of trunks or stems.

2. Organic Mulch in Planting Areas: Apply 2-inch (50-mm) average thickness of mulch extending 12 inches (300 mm) beyond edge of individual planting pit or trench and over whole surface of planting area, and finish level with adjacent finish grades. Do not place mulch within 3 inches (75 mm) of trunks or stems.

3.7 PLANT MAINTENANCE A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, mulching, restoring planting saucers,

resetting to proper grades or vertical position, and performing other operations as required to establish healthy, viable plantings. Spray or treat as required to keep trees and shrubs free of insects and disease.

B. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace mulch materials damaged or lost in areas of subsidence.

C. Apply treatments as required to keep plant materials, planted areas, and soils free of pests and pathogens or disease. Use practices to minimize the use of pesticides and reduce hazards.

D. Apply pesticides and other chemical products and biological control agents in accordance with authorities having jurisdiction and manufacturer's written recommendations. Coordinate applications with Owner's operations and others in proximity to the Work. Notify Owner before each application is performed.

E. Protect plants from damage due to landscape operations and operations of other contractors and trades. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings.

END OF SECTION

UTILITY NOTE:

1-800-272-3020

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING

THE EXACT LOCATION, DEPTH AND

SIZE OF ALL UNDERGROUND

UTILITIES AND STRUCTURES AND

SHALL BE LIABLE FOR ANY DAMAGE

CAUSED BY FAILURE TO COMPLY

WITH THESE INSTRUCTIONS.

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100% CON. DOCS. 6/28/18

CONSTRUCTION DOCS. 8/1/18

020 20 40

SCALE: 1"=20'

DETENTION POND

EXISTING TREE TO REMAIN

AND BE PROTECTED. SEE

DETAIL 2 THIS SHEET.

TREE PROTECTION ZONE

PLAN VIEW


ELEVATION VIEW


POST AND FENCE DETAIL

FLAG POLE,

RE: ARCH.

MASONRY WALL,

RE: ARCH.

12"X12" CONC.

PAVERS, RE: ARCH.

EXIST. OVERHEAD ELECTRIC LINE

EXIST. WATER LINE

EXIST. POWER POLE

EXIST. FENCE

EXIST. OVERHEAD TELEPHONE LINE

TEXIST. TELEPHONE PEDESTAL

LEGEND:

EXIST. FIRE HYDRANT

EXIST. TREE (SIZE/TYPE VARIES)

EXIST. GRATE INLET

E EXIST. ELECTRIC METER

EXIST. TRAFFIC SIGN

MICHAEL L. PETTYREG. NO. P-259L

AND

SCAPE ARCHITEC

T

STA

TE OF LOUIS

IANA

LICENSED

L1.01

LANDSCAPE PLANTING PLAN

1 LANDSCAPE PLANTING PLAN

3 PLANTING DETAIL

SINGLE TRUNK TREE PLANTING 4 PLANTING DETAIL

MULTI-TRUNK TREE PLANTING 5 PLANTING DETAIL

SHRUB BED PLANTING

SCALE: 1"=20'

SCALE: N.T.S.

SCALE: N.T.S.

6 PLANT MATERIAL SCHEDULE

PLANT LEGEND AND QUANTITIES

SCALE: N.T.S.

SCALE: N.T.S.

PREPARE DEPTH OF SHRUB BED

PER SIZE OF SHRUB. SEE SPECS.

LOOSEN SUBSOIL AT BOTTOM

OF PIT 6" MINIMUM.

COMPACT PLANTING MIX INTO

MOUND UNDERNEATH EACH SHRUB

SCRUF ROOTBALL (TYP.)

BACKFILL AND PLANTING BED MIX

TILLED IN 2 LIFTS

REMOVE ALL TAGS, ETC. AFTER PLANTING

3" MULCH LAYER

BACKFILL & PLANTING MIX

3" MULCH LAYER

OF PIT 6" MINIMUM.


TOP 6" OF BALL.

REMOVE BURLAP & WIRE FROM

SET BALL 2" HIGHER THAN GRADE

TWICE ROOT BALL DIA.

SCARIFY SIDES OF PIT

3" MULCH LAYER

SET BALL 2" HIGHER THAN GRADE

BACKFILL & PLANTING MIX

WHITE FLAGGING TAPE (ONE PER WIRE)

3 GUY WIRES REQUIRED PER PLANT.

SPACE EQUALLY AT 120° AROUND TREE,

CONNECTED TO MAJOR TRUNK.

INTERCONNECT MAJOR TRUNKS.

PRUNE AS DIRECTED BY LANDSCAPE

ARCHITECT. DO NOT CUT LEADER.

BLACK REINFORCED PROTECTIVE

HOSE. PLACE ABOVE 1ST TIER OF

BRANCHES.

NO. 10 GAUGE GALVANIZED GUY WIRE,

DOUBLED AND TWISTED TIGHT.

2" WOOD STAKES 6' MIN. (18" BELOW GRADE)

PAINT W/ FLAT BLACK EXTERIOR PAINT

(3 TOTAL-SPACE EQUALLY AT 120° AROUND

TREE, WRAP TOP 1/3 OF ROD W/ WHITE 2"

REFLECTIVE TAPE. CONNECT TO MAJOR

TRUNK, INTERCONNECT MAJOR TRUNKS.)

4" SAUCER RIM SLOPED

GRADUALLY TO FINISHED GRADE

PRUNE AS DIRECTED BY LANDSCAPE

ARCHITECT. DO NOT CUT LEADER.

BLACK REINFORCED PROTECTIVE HOSE

PLACE ABOVE 1ST TIER OF BRANCHES

IF TREE CAL. IS 2 1/2" OR LESS, NO. 12

GAUGE GALVANIZED GUY WIRE, DOUBLED

AND TWISTED TIGHT.

2" x 2" WOOD STAKE-6' MINIMUM (18" BELOW

GRADE) PAINT W/ FLAT BLACK EXTERIOR PAINT

4" SAUCER RIM SLOPED GRADUALLY TO

FINISH GRADE.


OF PIT 6" MINIMUM.

6" WIDE TRENCH IN BETWEEN

PLANT BED AND SOD

TWICE ROOT BALL DIA.

2 TREE PRESERVATION DETAILS

TREE PROTECTION FENCING

SCALE: N.T.S.

TREES CODE BOTANICAL NAME COMMON NAME CONT QTY

IE Ilex x attenuata Èagleston` Eagleston Holly 30 gal 3

QN Quercus nuttallii Nuttall Oak 30 gal 9

SHRUBS CODE BOTANICAL NAME COMMON NAME CONT QTY

LM Liriope muscari Lily Turf 3 gal 75

LC Loropetalum chinense `Purple Diamond` Loropetalum 7 gal 15

MC Muhlenbergia capillaris `Lenca` Pink Muhly 3 gal 42

RI Rhaphiolepis indica Indian Hawthorn 7 gal 13

SF Salvia farinacea Èvolution Violet` Evolution Violet Sage 3 gal 47

SE Salvia farinacea Èvolution White` White Evolution Sage 3 gal 36

VC Vitex agnus-castus Vitex 15 gal 1

SHRUB AREAS CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY

JP Juniperus squamata Èxpansa Parsonii` Parson's Juniper 3 gal 36" o.c. 31

3 - QN

QN - 3

LC - 15

MC - 9

SF - 10

MC - 3

SF - 12

IE - 1

MC - 3 11 - SE

18 - LM

11 - MC

19 - LM

11 - SE

VC - 1

1 - IE

MC - 3

LM - 21

SF - 18

1 - IE

RI - 13

MC - 6

13 - JP

6 - SE

QN - 3

7 - SF

17 - LM

SE - 8

MC - 6

N

ADDENDUM NO. 1 8/17/18

LANDSCAPE PLANTING NOTES:

1.) Contractor shall bear full responsibility in verifying locations of existing site utilities and shall be

responsible for any damage to said utilities during construction.

2.) All tree, shrub, and bed locations are to be laid out in the field by the Contractor and approved by

the landscape architect prior to installation. Give the landscape architect 72 hours notice.

3.) The contractor shall be responsible in determining quantities that meet the design intent.

4.) All plant material shall be container grown unless noted otherwise.

5.) Apply a pre-emergent herbicide to all bed prep areas.

6.) All organic mulches and pine straw shall be free of deleterious materials, insect larvae, weed seed,

and animal pathogens. Mulch shall be more than 95% hardwood, composted a minimum of 100

days. Size of mulch shavings shall not exceed 1-

1

2

".

7.) Existing trees, shrubs, and sod not designed for removal shall be replaced if damaged during

construction.

8.) Remove waste materials, including grass, vegetation, and turf, and legally dispose of it off of Owner's

property.

9.) Totally grub areas to receive beds and/ or sod by chemically eradicating emerging vegetation,

removing existing vegetation after vegetation is dead, then proceeding with proper bed and sod

installation in accordance with the Planting Plan. Remove roots, plants, sods, stones, clay lumps,

and other extraneous materials harmful to plant growth.

10.) Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Roll and

rake, remove ridges, and fill in depressions to meet finish grades and ensure positive drainage.

11.) Any and all soil mixes must be free of biological containments and weeds.

12.) Contractor shall ensure positive drainage away from buildings for all work.

13.) Provide protection to all finished work until accepted by owner.

14.) Warranty Period:

Trees, Shrubs, Vines, and Ornamental Grasses: 12 months

Groundcovers, Biennials, Perennials, and Other Plants: 12 months

Annuals: 3 months

15.) All planting beds and turf areas are to be watered via an automatic irrigation system. Contractor shall

provide an irrigation design for review and approval by the landscape architect. Contractor shall

provide, via submittal, the shop drawing irrigation design with cut sheets of all irrigation products to

be reviewed and approved by landscape architect, prior to ordering materials or installation.

Irrigation system shall be warranted by the contractor for a period of one (1) year from final

acceptance.

16.) Contractor is to insure that all disturbed areas on site are to be sodded and/or seeded. This may be

areas in addition to what is indicated on the plan.

17.) All single trunk trees shall have a minimum two (2) inch caliper immediately after planting and must

measure a minimum of eight (8) feet tall. Multi-trunk trees shall have main stems with a minimum

one (1) inch caliper immediately after planing and must measure a minimum of eight (8) feet tall.

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MARIA GRANT 12187 HWY 73 (NOW OR FORMERLY)

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ROBERT MOSES 12161 HWY 73 (NOW OR FORMERLY)

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P:\~2017 Projects\17-234 Fire Station #80\Drawings\Engineering\Plans\Current\17-234_09_LS.dwg

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1" DBH = 1.5' RADIUS OF THE CRITICAL ROOT ZONE

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(1.5 x DBH OF TREE)

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VARIES

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DRIPLINE

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CRITICAL ROOT ZONE (CRZ)

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TREE PROTECTION FENCE AT CRZ

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PROTECTIVE CONSTRUCTION FENCING

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PROTECTIVE CONSTRUCTION FENCING

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EXISTING GROUND SURFACE

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T-POST

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TYPICAL SIGNAGE

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SUBGRADE

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NOTES

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GRADE

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SUBGRADE

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GRADE

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NOTES

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SUBGRADE

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K-12793HOLLISTERC_SINKSVITREOUS CHINA

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+48" AFF

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GF

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+48" AFF

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33A31A

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41A

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39A37A

36A34A

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14B

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15B 13B

27B

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30/1

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30/1

67A

30/1

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30/2

18DP

17DP

18DP

30/1

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CONFIRM RECEPTACLE

CONFIGURATION PRIOR

TO INSTALLATION

6-20R

66A

45A

30/1

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60/2

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9A

100/2

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30B

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CO

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NO2

CO

CO

CONNECT CO AND

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CONNECT CO AND

NO2 MONITOR TO

FIRE ALARM SYSTEM.

CONNECT CO AND

NO2 MONITOR TO

FIRE ALARM SYSTEM.

CONNECT AHEAD OF

SAFETY SWITCH

100/2

25DP

CONNECT

COMPRESSOR

14-30R

WP

62A

14-30R

WP

58A

OMS-1OHP-1

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60/2

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REMOTE START/STOP

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PROVIDE 1"C TO GENERATOR.

9

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REMOTE ANNUNCIATOR

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PROVIDE 1"C TO GENERATOR.

8

37B37B

CONNECT HEAT

TRACE FOR

SPRINKLER LINE.

42B 39B

CONNECT GAS

SOLENOID

VALVE.

CONNECT FIRE

SUPPRESSION SYSTEM.

CONNECT PUSH BUTTONS TO

SHUNT TRIP BREAKERS IN

PANEL B AND THE FIRE

ALARM PANEL.

52B

+8"AC

GF

101LOBBY

102OFFICE

103DAY ROOM

104RESTROOM

105RESTROOM

106CORRIDOR

107CORRIDOR

108OFFICE

109OFFICE

110OFFICE

111CORRIDOR

130

BUNKROOM

112

TRAININGROOM

113

SERVER/ELECTRICAL

114

MECHANICALCLOSET

115STORAGE

116ENTRY

120

FITNESSROOM

117

MECH.CLOSET

118CORRIDOR

119KITCHEN

121GEAR

122CORRIDOR

123CORRIDOR

124BATHROOM

125BATHROOM

126

MECH.CLOSET

136

SPRINKLERCLOSET

127

BUNKROOM

128

BUNKROOM

129CORRIDOR

131

BUNKROOM

133BATHROOM

134BATHROOM

135

APPARATUSBAY

137

ELECTRICALCLOSET

138PANTRY

132CLOSET

8

34B

30B

30B

MOUNT RECEPTACLE TO STRUCTURE. PROVIDE CORD AND PLUG CONNECTION FOR

DOOR MOTOR.

PROVIDE JUNCTION BOX MOUNTED TO STRUCTURE. PROVIDE 25'-0" TYPE SO CORD

WITH STRAIN RELIEF CONNECTION AT JUNCTION BOX.

2#18AWG, 1/2"C. LEAVE 2'-0" OF SLACK CABLE ON BOTH ENDS.

MOUNT IN CABINET ABOVE RANGE.

CONNECT TO SHUNT TRIP BREAKERS IN PANEL B SO THAT WHEN THE PUSH BUTTON

IS ACTIVATED ALL SHUNT TRIP BREAKERS OPEN.

CONNECT EXHAUST FAN, RE: M12E3.01.

CONNECT EXHAUST FAN, RE: C1E3.01.

RE: P16E3.01 FOR LIGHTING CONTROLS RISER.

PROVIDE CONNECTIONS FROM OUTDOOR MINI SPLIT TO INDOOR MINI SPLIT.

FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

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POWER FLOORPLAN

POWER FLOOR PLANScale: 3/16" = 1'-0"

KEYNOTESP1

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102OFFICE

103DAY ROOM

104RESTROOM

105RESTROOM

106CORRIDOR

107CORRIDOR

108OFFICE

109OFFICE

110OFFICE

111CORRIDOR

130

BUNKROOM

112

TRAININGROOM

113

SERVER/ELECTRICAL

114

MECHANICALCLOSET

115STORAGE

116ENTRY

120

FITNESSROOM

117

MECH.CLOSET

118CORRIDOR

119KITCHEN

121GEAR

122CORRIDOR

123CORRIDOR

124BATHROOM

125BATHROOM

126

MECH.CLOSET

136

SPRINKLERCLOSET

127

BUNKROOM

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ADDENDUM NO · Division 23 – Heating, Ventilation & Air Conditioning . 23 00 00 HVAC General...

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Transcript of ADDENDUM NO · Division 23 – Heating, Ventilation & Air Conditioning . 23 00 00 HVAC General...