Navarre_Beach_Parking_Lot_and_Restroom_-_Specifications_251212.pdf

Navarre Beach Parking and Restroom

Santa Rosa County, Florida

SPECIFICATIONS

JULY 2025

Prepared by STOA Architects

STOA #24030

AND

Prepared by Dewberry Engineers #50182809

AUGUST 2025

Table of Contents

Division Section Title

SPECIFICATIONS GROUP

Civil-Site Subgroup

01095 REFERENCE STANDARDS

01300 SUBMITTALS

01360 MEASUREMENT & PAYMENT

01380 CONSTRUCTION PHOTOGRAPHS

01505 MOBILIZATION AND DEMOLITION

01705 PROJECT CLOSEOUT

02110 SITE CLEARING

02200 EARTHWORK

02210 GRASSING

02211 SODDING

02222 TRENCHING BACKFILLING

02500 PAVING QUALITY CONTROL SYSTEM

02510 GENERAL CONSTRUCTION REQUIREMENTS FOR ASPHALT PAVEMENT

02512 STABLIZING

02518 PAINTING TRAFFIC STRIPES

02520 ASPHALT TESTING

03310 CONCRETE WORK

15062 POLYVINAL CHLORIDE (PVC) PIPE AND FITTINGS

15065 GRAVITY SANITARY SEWAGE SYSTEMS

15070 WATER MAINS

15080 PVC GRAVITY SEWER

15085 STORM SEWER COLLECTION SYSTEM

15090 HDPE PIPE

15101 VALVES AND ACCESSORIES

15120 FIRE HYDRANTS ASSEMBLY

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

014000 QUALITY REQUIREMENTS

Facility Construction Subgroup

DIVISION 05 - METALS

055213 PIPE AND TUBE RAILINGS

Santa Rosa County, Florida Project # 50182809

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061516 WOOD ROOF DECKING

061533 WOOD PATIO DECKING

061600 SHEATHING

061715 ENGINEERED STRUCTURAL WOOD

061753 SHOP-FABRICATED WOOD TRUSSES

061753 SHOP-FABRICATED WOOD TRUSSES

066400 PLASTIC PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

072100

072119

THERMAL INSULATION

FOAMED-IN-PLACE INSULATION

072500 WEATHER BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074646 FIBER-CEMENT SIDING

076200 SHEET METAL FLASHING AND TRIM

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

087100 DOOR HARDWARE

089119 FIXED LOUVERS

DIVISION 09 - FINISHES

092900 GYPSUM BOARD

093013 CERAMIC TILING

099114 EXTERIOR PAINTING (MPI STANDARDS)

099124 INTERIOR PAINTING (MPI STANDARDS)

DIVISION 10 - SPECIALTIES

102113.17 PHENOLIC-CORE TOILET COMPARTMENTS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

Facility Services Subgroup

DIVISION 22 - PLUMBING

220000 PLUMBING GENERAL

220010 CODES AND STANDARDS

220020 PLUMBING RELATED WORK

220517 SLEEVES AND SLEEVE SEALS

220523 VALVES

220526 ACCESS DOORS

220529 HANGERS AND SUPPORTS

220539 TESTING, CLEANING, AND STERILIZATION FOR PLUMBING PIPING

220553 PLUMBING IDENTIFICATION

220716 PLUMBING EQUIPMENT INSULATION

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221316 SANITARY WASTE AND VENT PIPING

224000 PLUMBING FIXTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230000 HVAC GENERAL

230010 CODES AND STANDARDS

230020 HVAC RELATED WORK

230529 HANGERS AND SUPPORTS

230553 HVAC IDENTIFICATION

230593 TESTING, ADJUSTING, AND BALANCING

233113 METAL DUCTWORK

233300 DUCTWORK ACCESSORIES

233400 FANS

233713 DIFFUSERS, REGISTERS, AND GRILLES

DIVISION 31 – EARTHWORK

316213 CONCRETE PILES

316219 TIMBER PILES

END OF TABLE OF CONTENTS

[PROJECT NAME]

[PROJECT NO. ] 01095-1

SECTION 01095

REFERENCE STANDARDS

PART 1 – GENERAL

1.01 REQUIREMENT

A. Except as modified by these Contract Documents, or applicable codes which establish stricter standards, the Florida Department of

Transportation, Standard Specifications for Road and Bridge Construction, Latest Edition, shall apply.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION

SUBMITTALS 01300-1

SECTION 01300

SUBMITTALS

1.01 REQUIREMENTS INCLUDED

A. The CONTRACTOR shall submit to the ENGINEER for review such working drawings, shop drawings, test reports and data on materials and equipment

(hereinafter in this Section called �Data�), and material samples (hereinafter in this Section called �Samples�) as are required for the proper control of work, including but not limited to those working drawings, shop drawings, Data and

Samples for materials and equipment specified elsewhere in the Specifications and in the Contract Drawings.

B. The CONTRACTOR shall note that there are specific submittal requirements in other sections of these Specifications.

C. The CONTRACTOR is to maintain an accurate updated submittal log and shall bring this log to each scheduled progress meeting with the PROJECT

REPRESENTATIVE and the ENGINEER. This log shall be organized using the

10 character numbering system in Subparagraph 1.6 F. This log should include the following items:

1. Submittal: Description and File Number assigned.

2. Date to ENGINEER.

3. Date returned to CONTRACTOR (from ENGINEER).

4. Status of Submittal

a. Approved

b. Approved As Noted

c. Approved As Noted/Confirm

d. Not Approved/Resubmit

e. Not Approved

5. Date of Resubmittal and Return (as applicable).

6. Date material released (for fabrication).

7. Projected date of fabrication.

8. Projected date of delivery to site.

9. Status of O&M submittal.

SUBMITTALS 01300-2

1.02 SHOP DRAWINGS

A. When used in the Contract Documents, the term �shop drawings� shall be considered to mean CONTRACTOR�s plans for material and equipment which become an integral part of the Project. These drawings shall be complete and detailed. Shop drawings shall consist of fabrication, erection and setting drawings and schedule drawings, manufacturer�s scale drawings, bills of material, wiring and control diagrams, and inspection and test reports including performance curves and certifications as applicable to the Work.

B. All details on shop drawings submitted for approval shall show clearly the elevations of the various parts to the main members and lines of the structure and/or equipment, and where correct fabrication of the Work depends upon field measurements, such measurements shall be made and noted on the shop drawings before being submitted for approval.

C. See Shop Drawing Schedule requirements in Subparagraph 1.7

CONTRACTOR�S RESPONSIBILITY.

1.03 PRODUCT DATA

Product data as specified in individual sections, include, but are not necessarily limited to, standard prepared data for manufactured products (sometimes referred to as catalog data), such as the manufacturer�s product specification and installation instructions, availability of colors and patterns, MANUFACTURER�S printed statements of compliances and applicability, roughing-in diagrams and templates, catalog cuts, product photographs, standard wiring diagrams, printed performance curves and operational-range diagrams, production or quality control inspection and test reports and certifications, mill reports, product operating and maintenance instructions and recommended spare-parts listing storage instructions, and printed product warranties, as applicable to the Work.

1.4 WORKING DRAWINGS

A. When used in the Contract Documents, the term �working drawings� shall be considered to mean the CONTRACTOR�s plans for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, ground water control systems, forming and false work; for underpinning; and for such other work as may be required for construction but does not become an integral part of the Project.

B. Working drawings shall be signed and sealed by a registered Professional

Engineer, currently licensed to practice in the State and shall convey, or be accompanied by, calculations or other sufficient information to completely explain the structure, machine, or system described and its intended manner of use.

SUBMITTALS 01300-3

C. Prior to commencing such Work, working drawings must have been reviewed without specific exceptions by the ENGINEER. Such review will be for general conformance and will not relieve the CONTRACTOR in any way from his responsibility with regard to the fulfillment of the terms of the Contract. All risks of error are assumed by the CONTRACTOR; the OWNER and ENGINEER shall have no responsibility therefore.

1.05 SAMPLES

A. The CONTRACTOR shall furnish, for the approval of the ENGINEER, samples required by the Contract Documents or requested by the ENGINEER. Samples shall be delivered to the ENGINEER as specified or requested and in quantities and sizes as specified. A minimum of two samples of each item shall be submitted unless otherwise specified. The CONTRACTOR shall pre-pay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in the Work until approved by the ENGINEER.

B. Samples specified in individual sections, include, but are not necessarily limited to, physical examples of the Work such as sections of manufactured or fabricated work, small cuts or containers of materials, complete units of repetitively-used products, color/texture/pattern swatches and range sets, specimens for coordination of visual effect, graphic symbols, and units of Work to be used by the ENGINEER or PROJECT REPRESENTATIVE for independent inspection and testing, as applicable to the Work.

C. The CONTRACTOR shall prepare a transmittal letter in triplicate for each shipment of samples to the ENGINEER. The CONTRACTOR shall enclose a copy of this letter with the shipment and send a copy of this letter to the

PROJECT REPRESENTATIVE. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements.

D. Approved samples not destroyed in testing shall be sent to the ENGINEER or stored at the site of the Work. Materials and equipment incorporated in the Work shall match the approved samples. Samples which fail testing or are not approved will be returned to the CONTRACTOR at their expense, if so requested at time of submission.

1.06 SUBMITTAL REQUIREMENTS

A. The CONTRACTOR shall review, approve, and submit, with reasonable promptness and in such sequence as shown on the Shop Drawing Submittal

Schedule so as to cause no delay in the Contract Work or in the Work of the

OWNER or any separate contractor, all shop drawings, product data, working drawings and samples required by the Contract Documents.

SUBMITTALS 01300-4

B. The CONTRACTOR shall submit 10 copies of all shop drawings for the

ENGINEER to review, of which the ENGINEER will retain eight sets.

C. All submittals shall be directly transmitted to the ENGINEER�s office. Submittals to the PROJECT REPRESENTATIVE will not be accepted.

D. Shop drawings, product data, working drawings and Samples shall be furnished with the following information:

1. Number and title of the drawing.

2. Date of drawing or revision.

3. Name of project building or facility.

4. Name of contractor, subcontractor, and manufacturer submitting drawing.

5. Clear identification of contents, location of the work, and the sheet numbers where the product is found in the contract drawings.

6. CONTRACTOR Certification Statement.

7. Submittal Identification Number.

8. Contract Drawing Number Reference.

9. A certification by the CONTRACTOR that states the following: I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is in compliance with the Contract Drawings and Specifications, can be installed in the allocated space, will be stored in accordance with the manufacturers recommendations and the Specifications, and is submitted for approval.

E. In accordance with Subparagraph 1.7 A, each shop drawing, working drawing, Sample, and catalog data submitted by the CONTRACTOR shall have affixed to it the following Certification Statement, signed by the CONTRACTOR:

�Certification Statement: By this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers, and similar data and I have checked and coordinated each item with other applicable approved shop drawings and all contractor requirements.�

SUBMITTALS 01300-5

F. The CONTRACTOR shall utilize a 10-character submittal identification numbering system in the following manner:

1. The first character shall be a D, S, P, M, or R, which represents

Shop/Working Drawing and other Product Data (D), Sample (S), Preliminary Submittal (P), Operating/Maintenance Manual (M), or

Request for Information (R).

2. The next five digits shall be the applicable Specification Section Number.

3. The next three digits shall be the numbers 001-999 to sequentially number each item or drawing submitted under each specific Section number.

4. The last character shall be a number 1-10, indicating the submission, or resubmission of the same Drawing, i.e., 1=1st submission, 2=2nd submission, 3=3rd submission, etc. A typical submittal number would be as follows:

D-03300-008.2

D = Shop Drawing

03300 = Specification Section for Concrete

008 = The eighth submittal under this specification section

2 = The second submission (first resubmission) of that particular shop drawing.

G. The CONTRACTOR shall submit a copy of each submittal transmittal sheet (for shop drawings, product data, working drawings and Samples) to the PROJECT

REPRESENTATIVE simultaneously with the CONTRACTOR�s submission of said drawings, Data, Samples or manual packages to the ENGINEER.

H. All items specified are not necessarily intended to be a manufacturer�s standard product. Variations from specified items will be considered on an �or equal� basis. If submittals show variations from Contract requirements because of standard shop practice or for other reasons, the CONTRACTOR shall describe such variations in the letter of transmittal and on the shop drawings along with notification of intent to seek contract adjustment. If acceptable, proper adjustment in the Contract shall be implemented where appropriate. If the

CONTRACTOR fails to describe such variations, responsibility will not be waived for executing the Work in accordance with the Contract, even though such drawings have been reviewed. Variations submitted but not described may be cause for rejection. Any variations initiated by the CONTRACTOR will not be considered as an addition to the scope of work unless specifically noted and then approved as such in writing by the ENGINEER.

SUBMITTALS 01300-6

I. Data on materials and equipment shall include materials and equipment lists giving, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, material, size, finish, and all other pertinent data.

J. For all mechanical and electrical equipment furnished, the CONTRACTOR shall provide a list including the equipment name, and address and telephone number of the manufacturer�s representative and Service Company so that service and/or spare parts can be readily obtained. In addition, a maintenance and lubrication schedule for each piece of equipment shall be submitted.

K. The CONTRACTOR shall use the color �green� to make his remarks on the

Submittals. Only the ENGINEER will utilize the color �red� in marking submittals.

L. Facsimiles or copies of facsimiles will not be accepted for review.

1.07 CONTRACTOR�S RESPONSIBILITY

A. It is the duty of the CONTRACTOR to check, and coordinate with the work of all trades, all drawings, Data, schedules and Samples before submitting them to the

ENGINEER for review. Each and every copy of any drawing or data sheet larger than 11�x17� shall bear CONTRACTOR�s stamp showing that they have been so checked and approved. Drawings or data sheets 11�x17� and smaller shall be bound together in an orderly fashion and bear the CONTRACTOR�s stamp on the cover sheet. The cover sheet shall fully describe the packaged data and include a list of all sheet numbers within the package. Shop drawings submitted to the

ENGINEER without the CONTRACTOR�s stamp will be returned to the

CONTRACTOR, without review at the ENGINEER�s option, for conformance with this requirement.

B. The CONTRACTOR shall review shop drawings, product data, and Samples prior to submission to determine and verify the following:

1. Field measurements.

2. Field construction criteria.

3. Manufacturer�s catalog numbers and similar data.

4. Conformance with Specifications.

C. Shop drawings shall indicate any deviations in the submittal from the requirements of the Contract Documents.

SUBMITTALS 01300-7

D. At a time decided upon at the preconstruction meeting the CONTRACTOR shall furnish the PROJECT REPRESENTATIVE and ENGINEER a Shop Drawing schedule fixing the respective dates for the initial submission of shop and working drawings, the beginning of manufacture, testing and installation of materials, supplies and equipment. This schedule shall be provided as a separate entity and indicate those submittals that are critical to the progress schedule. The

CONTRACTOR shall prepare and transmit each submittal sufficiently in advance of performing the related work or other applicable activities, or within the time specified in the individual work sections of the Specifications, so that the installation will not be delayed by processing times including disapproval and resubmittal (if required), coordination with other submittals, testing, purchasing, fabrication, delivery, and similar sequenced activities. No extension of time will be authorized because of the CONTRACTOR�s failure to transmit complete and acceptable submittals sufficiently in advance of the Work.

E. The CONTRACTOR shall not begin any Work affected by a submittal returned not approved. Before starting this Work, all revisions must be corrected by the

CONTRACTOR. After resubmittal they will be reviewed and returned by the

ENGINEER. If approved or approved as noted, then the CONTRACTOR may begin this Work. Any corrections made to the shop drawings are to be followed without exception.

F. The CONTRACTOR shall submit to the ENGINEER all shop drawings and data sufficiently in advance of construction requirements to provide no less than 21 calendar days for review from the time the ENGINEER receives them. No less than 30 calendar days will be required for major equipment that requires review by more than one engineering discipline.

G. The CONTRACTOR shall be responsible for and bear all cost of damages which may result from the ordering of any material or from proceeding with any part of

Work prior to the review and approval by ENGINEER of the necessary shop drawings.

H. All shop drawings, product data, working drawings and Samples submitted by subcontractors for approval shall be sent directly to the CONTRACTOR for checking. The CONTRACTOR shall be responsible for their submission according to the approved shop drawing schedule so as to prevent delays in delivery of materials and project completion.

I. The CONTRACTOR shall check all subcontractors� shop drawings, product data, working drawings and Samples regarding measurements, size of members, materials, and details to satisfy himself that they are in conformance to the

Contract Documents. Shop drawings found to be inaccurate or otherwise in error shall be returned to the subcontractors for correction before submission to the

ENGINEER.

SUBMITTALS 01300-8

J. Requests for Information (RFI) shall be submitted on a standard form through the

PROJECT REPRESENTATIVE. RFIs shall indicate their importance to the timely completion of the project. RFIs will be processed as a shop drawing unless there is an urgent need for immediate response.

1.08 ENGINEER�S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, WORKING

DRAWINGS AND SAMPLES

A. The ENGINEER�s review is for general conformance with the design concept and contract drawings. Markings or comments shall not be construed as relieving the

CONTRACTOR from compliance with the contract plans and specifications or from departures therefrom. The CONTRACTOR remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly, and for performing work in a safe manner.

B. The review of shop drawings, Data, and Samples will be general. They shall not be construed:

1. as permitting any departure from the Contract requirements;

2. as relieving the CONTRACTOR of responsibility for any errors, including details, dimensions, and materials;

3. as approving departures from details furnished by the ENGINEER, except as otherwise provided herein.

C. If the shop drawings, Data or Samples as submitted describe variations per

Subparagraph (1.6H), and show a departure from the Contract requirements which

ENGINEER finds to be in the interest of the OWNER and to be so minor as not to involve a change in Contract Price or Contract Time for performance, the

ENGINEER may return the reviewed drawings without noting an exception.

D. Submittals will be returned to the CONTRACTOR under one of the following codes:

Code 1 - �APPROVED� is assigned when there are no notations or comments on the submittal. When returned under this code the CONTRACTOR may release the equipment and/or material for manufacture.

Code 2 - �APPROVED AS NOTED� is assigned when notations or comments have been made on the submittal pointing out minor discrepancies as compared with the Contract Documents. Resubmittal or confirmation is not necessary prior to release for manufacturing.

SUBMITTALS 01300-9

Code 3 - �APPROVED AS NOTED/CONFIRM� This combination of codes is assigned when a confirmation of the notations and comments is required by the CONTRACTOR. The CONTRACTOR may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. This confirmation is to address the omissions and/or nonconforming items that were noted. Only the items to be �confirmed� need to be resubmitted.

Code 4 - �NOT APPROVED/RESUBMIT� This combination of codes is assigned when the submittal is in noncompliance with the Contract

Documents and must be corrected and the entire package resubmitted.

This code generally means that the equipment or material cannot be released for manufacture unless the CONTRACTOR takes full responsibility for providing the submitted items in accordance with

Contract Documents.

Code 5 - �NOT APPROVED� is assigned when the submittal does not meet the intent of the Contract Documents. The CONTRACTOR must resubmit the entire package revised to bring the submittal into conformance. It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents.

Code 6 - �COMMENTS ATTACHED� is assigned where there are comments attached to the returned submittal which provide additional data to aid the CONTRACTOR.

Code 7 - �FOR YOUR INFORMATION� is assigned when the package provides information of a general nature that may or may not require a response.

Codes 1 through 5 designate the status of the reviewed submittal with Code 6 showing there has been an attachment of additional data.

Code 7 is used as may be necessary.

E. Resubmittals will be handled in the same manner as first submittals. On resubmittals the CONTRACTOR shall direct specific attention, in writing on the letter of transmittal and on resubmitted shop drawings by use of revision triangles or other similar methods, to revisions other than the corrections requested by the

ENGINEER on previous submissions. Any such revisions which are not clearly identified shall be made at the risk of the CONTRACTOR. The CONTRACTOR shall make corrections to any Work done because of this type revision that is not in accordance to the Contract Documents as may be required by the ENGINEER.

SUBMITTALS 01300-10

F. If the CONTRACTOR considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, the CONTRACTOR shall give written notice thereof to the PROJECT REPRESENTATIVE at least 7 working days prior to release for manufacture.

G. The ENGINEER will review a submittal a maximum of two times, after which cost of review will be borne by the CONTRACTOR. The cost of engineering shall be equal to the ENGINEER�s charges to the OWNER under the terms of the

ENGINEER�s agreement with the OWNER.

H. When the shop drawings have been completed to the satisfaction of the

ENGINEER, the CONTRACTOR shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the ENGINEER.

I. Partial submittals may not be reviewed. The ENGINEER will be the only judge as to the completeness of a submittal. Submittals not complete will be returned to the CONTRACTOR, and will be considered �Not Approved� until resubmitted.

The ENGINEER may, but is not required to, provide a list or mark the submittal directing the CONTRACTOR to the areas that are incomplete

PART 2 � PRODUCTS (Not Applicable)

PART 3 � EXECUTION (Not Applicable)

END OF SECTION

MEASUREMENT AND PAYMENT 01360-1

SECTION 01360

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 SCOPE OF WORK

A. The scope of this section of the Contract Documents is to further define the items included in each Bid Item in the Bid Proposal section of these Specifications.

B. Payment will be made based on the specified items included in the description in this section for each Bid Item.

1.02 GENERAL

A. All Contract Prices included in the Bid Proposal section will be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the construction as shown on the drawings and/or as specified in the Contract

Documents to be performed under this contract.

B. Actual quantities of each item bid on a unit price basis will be determined upon completion of the construction in the manner set up for each item in this section of the specifications.

C. Payment for all items listed in the Bid Form will constitute full compensation for all work shown and/or specified to be performed under this Project.

1.03 WORK OUTSIDE AUTHORIZED LIMITS

A. No payment will be made for work constructed outside the authorized limits of work.

1.04 LUMP SUM ITEMS

A. Where payment for items is shown to be paid for on a lump sum basis, no separate payment will be made for any item of work required to complete the lump sum item.

B. Lump sum bid items shall be complete, tested, and fully operable prior to request for final payment.

C. The lump sum price bid for various items shall be compensation in full for furnishing all materials, labor, equipment, dewatering, and incidentals necessary to install these items complete and operable in every detail and in accordance with the Drawings and Specifications.

MEASUREMENT AND PAYMENT 01360-2

1.05 OTHER PROVISIONS

A. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of Work.

1. Reduction in retainage shall not be requested by the CONTRACTOR or made by the OWNER until as-built (record) drawings have been submitted to the ENGINEER and approved.

2. Trench excavation, including necessary pavement removal, rock removal, and muck removal.

3. Sheeting and shoring.

4. Clearing, grubbing, and grading.

5. Erosion Control.

6. Excavation, including necessary pavement removal, rock removal, and muck removal.

7. Dewatering and disposal of surplus water.

8. Structural fill, backfill, and grading.

9. Placing system in operation.

10. Any material and equipment required to be installed and utilized for tests.

11. Maintaining the existing quality of service during construction.

12. Appurtenant work as required for a complete and operable system.

13. By-pass pumping.

14. Maintenance of Traffic.

1.06 APPLICATION FOR PAYMENT

A. The CONTRACTOR shall submit an application for payment, no more frequent than monthly, to the ENGINEER for review and approval upon partial completion of the project before the CONTRACTOR will be compensated for the Work performed during that period.

B. The application shall invoice work completed as detailed in the

CONTRACTOR’s Proposal.

MEASUREMENT AND PAYMENT 01360-3

C. Final payment in full will be made when Work is completed to the satisfaction of the OWNER, and the ENGINEER, when it has been shown that the

CONTRACTOR has discharged all obligations of this Contract (Release of Liens) and when all punch list items have been corrected.

D. Application for payment will be made on the standard AIA form, or type of form approved by the OWNER.

PART 2 - (NOT APPLICABLE)

PART 3 – EXECUTION - MARIANNA SEWER REHABILITATION

3.1 BID ITEM 1.1 – MOBILIZATION

A. Payment for all work included under this Bid Item will be made at the lump sum price bid for mobilization of all labor, equipment, materials, and appurtenances necessary for construction of the Project.

B. Mobilization shall include all items detailed in Article 101-1 of the FDOT

Standard Specification.

C. Also included, but not limited to, as part of this Bid Item is the cost for project performance indemnification’s, photographs, videography (except as noted), shop drawings, working drawings, schedules, record drawings and documents, coordination and phasing, and other miscellaneous items associated with the work.

D. Payment will be lump sum for work included under this Bid Item. Sixty percent of the lump sum amount will be payable upon mobilization.

E. The remaining 40% will be payable upon demobilization.

F. THIS BID ITEM SHALL BE LESS THAN OR EQUAL TO 3% OF THE BASE

BID AMOUNT.

3.2 BID ITEM 1.2 – BONDS AND INSURANCE

A. Payment for this Bid Item will be made at the lump sum price bid for all bonds and insurance policies as required by the Contract Documents.

B. Payment will be made only after proper documentation is provided to the

ENGINEER. Payment will be lump sum for work included under this Bid Item.

C. THIS BID ITEM SHALL BE LESS THAN OR EQUAL TO 1.5% OF THE

BASE BID AMOUNT.

MEASUREMENT AND PAYMENT 01360-4

3.3 BID ITEM 1.3 – PROJECT SIGN

A. The lump sum price for the project sign includes all material, labor, equipment, and incidentals necessary to construct a sign as shown in specifications.

B. The location of the sign will be coordinated with the OWNER.

3.4 BID ITEM 2.1, 2.2, 2.3, 2.4 & 2.5 – CURED-IN-PLACE PIPE REHABILITATION

A. The unit price for these bid items shall include, but is not limited to, all labor, material, equipment, and supplies incidental to supplying and installing a cured-in-place liner into the gravity sewer lines as shown in the Drawings and according to the Specifications.

B. The unit price for these bid items shall also include the re-connection to all existing sewer service laterals and manholes.

C. These bid items shall include, but is not limited to, any required cleaning of sewer lines, bypass pumping, pre/post construction video inspection, sewer line obstruction removal, public notifications, maintenance of traffic, and use of a vacuum truck.

D. The unit price for these bid items shall also include the video documentation of the gravity sewer pipe system before and after the construction, respectively. The preconstruction video and video report must be submitted to and approved by the

OWNER before rehabilitation on that segment of sewer line may commence. The post construction video and video report must be submitted to and approved by the OWNER before payment under this bid item will be made.

E. Payment for this bid item shall be made per linear foot of completed, inspected, video documented, and approved rehabilitated pipe.

3.5 BID ITEM 2.6 – MANHOLE REHABILITATION

A. The unit price for this bid item shall include, but is not limited to, all labor, material, equipment, and supplies incidental to supplying and installing either the

PolyTriplex, SpectraShield, PerpetuWall or approved equal manhole rehabilitation as shown in the Drawings and according to the Specifications.

B. This bid item shall include, but is not limited to, any required cleaning, bypass pumping, public notifications, maintenance of traffic, and use of a vacuum truck.

C. Payment for this bid item shall be made per vertical foot of completed, inspected, and approved rehabilitated manhole.

MEASUREMENT AND PAYMENT 01360-5

3.6 BID ITEM 2.7 – LATERAL REHABILITATION

A. This bid item includes the unit costs associated with the rehabilitation of all 4-inch and 6-inch service connections/laterals that connect to the gravity sewer collection pipes to be rehabilitated as shown on the Drawings.

B. Rehabilitation will extend from the gravity sewer collection pipe to within 5 feet of the existing clean out or right of way, whichever is closer to the sewer pipe.

C. This bid items shall include, but is not limited to, any required cleanout installations, access pits, lateral cleaning, bypass pumping, pre/post construction video inspection, obstruction removal, public notifications, maintenance of traffic, and vacuum.

D. The unit price for these bid items shall also include the video documentation of the sewer service lateral before and after the construction, respectively. The post construction video and video report must be submitted to and approved by the

OWNER before payment under this bid item will be made.

E. Payment for this item will be made per rehabilitated, inspected, and approved lateral.

3.7 BID ITEM 3.1, 3.2, 3.3, 3.4 & 3.5 – GRAVITY SEWER POINT REPAIR

A. The unit price for these bid items shall include all labor, material, equipment, and other necessary costs and incidentals associated with 6-inch, 8-inch, 10-inch , 12-inch or 15-inch gravity sewer pipe point repairs.

B. Point repairs are limited to repairs to pipe less than 10 feet in length due to items including but no limited to pipe sags, pipe breaks, or pipe offsets.

C. This bid item shall include excavation, right-of-way restoration and pavement replacement per construction plan details and specifications. This bid item shall not include sidewalks, curbs, and gutters replacement cost.

D. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

E. This bid items shall include, but is not limited to, any required asphalt, road base, stabilized subgrade, standard pipeline bedding and earthwork.

F. All gravity sewer pipe point repairs shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

MEASUREMENT AND PAYMENT 01360-6

G. Payment will be made per installed, inspected, and approved gravity sewer pipe point repairs.

3.8 BID ITEM 3.6 – CLEAN OUT INSTALLATION

A. The unit price for this bid item includes all labor, material, equipment, and other necessary costs and incidentals associated with a sewer lateral clean out installation.

B. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

C. This bid item shall include excavation and minimal right-of-way restoration. This bid item shall not include pavement replacement, sidewalks, curbs, and gutters replacement.

D. All clean out installations shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

E. Payment will be made per installed, inspected, and approved clean out installation.

3.9 BID ITEM 3.7– LATERAL REPLACEMENT

A. This bid item includes the unit costs associated with the replacement of 4-inch and 6-inch service connections/laterals that connect to the gravity sewer collection pipes to be rehabilitated as shown on the Drawings.

B. Replacement will extend from the gravity sewer collection pipe to the existing clean out or right of way, whichever is closer to the sewer pipe.

C. This bid item shall include excavation, connection to the sewer pipe, connection to the existing lateral, right-of-way restoration and pavement replacement per construction plan details and specifications. This bid item shall not include sidewalks, curbs, and gutters replacement cost.

D. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

E. This bid items shall include, but is not limited to, any required asphalt, road base, stabilized subgrade, standard pipeline bedding and earthwork.

F. All sewer lateral replacements shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a

MEASUREMENT AND PAYMENT 01360-7

separate pay item.

G. Payment will be made per installed, inspected, and approved lateral replacement.

3.10 BID ITEM 4.1& 4.2 – HEAVY PIPELINE CLEANING

A. The unit price for this bid item includes the cleaning of 6-inch, 8-inch, 10-inch , 12-inch or 15-inch pipeline that contains sand and grease filling more than 25% of the pipe area.

B. This bid items shall include, but is not limited to, any required bypass pumping, public notifications, maintenance of traffic, and use of vacuum truck.

C. The OWNER will provide water and the dump site.

D. All heavy sewer pipe cleaning shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

E. Payment for this item will be made per linear foot of cleaned pipe.

3.11 BID ITEM 4.3 – PIPELINE OBSTRUCTION REMOVAL

A. The unit price for this bid item includes all material, labor, equipment and other appurtenances associated with removing any Major Obstructions from the gravity sewer pipes.

B. Major Obstructions shall be defined as an obstruction that cannot be removed by conventional sewer cleaning equipment.

C. All sewer pipe obstruction removals shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

D. Payment will be made per documented and approved obstruction removal.

3.12 BID ITEM 4.4 – BYPASS PUMPING

A. The unit price for this bid item shall include all material, labor, equipment and other appurtenances associated with bypass pumping for 4 hours at a maximum of

700 feet from one manhole to a discharge point.

B. This amount shall be deducted from unit price items where bypass pumping is not

MEASUREMENT AND PAYMENT 01360-8

used or not required as determined by the ENGINEER.

3.13 ALTERNATE ITEMS A1 THRU A9 – PIPELINE REPLACEMENT

A. The unit price for these alternative bid items shall include all labor, material, equipment, and other necessary costs and incidentals associated with the replacement of 8-inch, 10-inch , 12-inch or 15-inch gravity sewer pipe.

B. This bid item shall include excavation and right-of-way restoration per construction plan details and specifications. This bid item shall not include pavement replacement, sidewalks, curbs, and gutters replacement cost.

C. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

D. This bid items shall include, but is not limited to, any required stabilized subgrade, standard pipeline bedding and earthwork.

E. All gravity sewer pipe replacements shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

F. Payment will be made per linear foot of installed, inspected, and approved gravity sewer pipe.

3.14 ALTERNATE ITEM A10 – SEWER LATERAL INSTALLATION

A. This bid item includes the unit costs associated with the installation of 4-inch and

6-inch service connections/laterals that connect to new gravity sewer collection pipes that were approved to be replaced by the Owner.

B. Installation will extend from the new gravity sewer collection pipe to the existing clean out or right of way, whichever is closer to the sewer pipe.

C. This bid item shall include excavation, connection to the new sewer pipe, connection to the existing lateral and right-of-way restoration per construction plan details and specifications. This bid item shall not include pavement replacement, sidewalks, curbs, and gutters replacement cost.

D. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

E. This bid items shall include, but is not limited to, any required stabilized

MEASUREMENT AND PAYMENT 01360-9

subgrade, standard pipeline bedding and earthwork.

F. All sewer lateral installations shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

G. Payment will be made per installed, inspected, and approved lateral installation.

3.15 ALTERNATE ITEM A11 – MANHOLE REPLACEMENT

A. The unit price for this alternative bid item shall include all labor, material, equipment, and other necessary costs and incidentals associated with the replacement of manholes at the depth listed.

B. This bid item shall include excavation, connection to the gravity sewer pipes, and right-of-way restoration per construction plan details and specifications. This bid item shall not include pavement replacement, sidewalks, curbs, and gutters replacement cost.

C. This bid item shall include any costs associated with the NPDES permit, maintenance of traffic, dewatering and use of a vacuum truck.

D. This bid items shall include, but is not limited to, any required stabilized subgrade, standard pipeline bedding and earthwork.

E. All manhole replacements shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

F. Payment will be made per installed, inspected, and approved manhole replacement.

3.16 ALTERNATE ITEMS A12, A13 & A14 – ROADWAY REPAIR

A. The unit price for this item shall include all the additional labor, material, equipment, and appurtenances required for roadway repairs associated with the replacement of gravity sewer pipe and manhole replacements.

B. This bid item shall include excavation and asphalt pavement replacement per construction plan details and specifications. This bid item shall not include sidewalks, curbs, and gutters replacement cost.

C. This bid item shall include any costs associated with the NPDES permit and maintenance of traffic.

D. This bid items shall include, but is not limited to, any required asphalt or other roadway surface, road base, stabilized subgrade, and earthwork.

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E. All roadway repairs shall be approved in writing by the Owner’s representative prior to the commencement of work and shall be considered as a separate pay item.

F. Payment will be made per square yard of installed, inspected, and approved roadway repair.

END OF SECTION

CONSTRUCTION PHOTOGRAPHS 01380-1

SECTION 01380

CONSTRUCTION PHOTOGRAPHS

1.01 REQUIREMENTS

The CONTRACTOR shall take construction record photographs or video, including providing all labor, materials, equipment and incidentals necessary to obtain specified photographs and/or video tapes.

1.02 PROJECT PHOTOGRAPHS

A. Provide photographs of the entire work area prior to any construction for the purpose of records of conditions prior to construction. Photographs should be spaced at approximately 100-foot intervals. In addition, all special features shall be photographed prior to construction.

B. Photographs shall be submitted electronically each month with Request for

Payment. A minimum of 10 photographs will be required each month for processing of Request of Payment.

C. All project photographs shall be taken from locations to adequately illustrate conditions prior to construction, or conditions of construction and state of progress or particular construction activities or problems. The CONTRACTOR shall consult with the PROJECT REPRESENTATIVE for instructions concerning views required.

D. The CONTRACTOR shall provide photos of the sites of the proposed ditch crossings and jack and bore crossings prior to the beginning of construction.

Views shall be as required by the PROJECT REPRESENTATIVE.

E. The CONTRACTOR shall deliver prints electronically in conformance with the above requirements to the PROJECT REPRESENTATIVE. No construction shall start until pre-construction photographs are completed and submitted to the

PROJECT REPRESENTATIVE.

1.03 VIDEO RECORDINGS

A. Video recording shall be accomplished along all routes that are scheduled for

Construction in addition to required construction photos. Video shall include both sides of all streets on which construction is to be performed.

B. A complete view, in sufficient detail, of all existing facilities with audio description of the exact location shall be provided.

C. The construction plans shall be used as a reference for stationing for easy location identifications. If visible, house or business numbers shall be mentioned on the audio.

CONSTRUCTION PHOTOGRAPHS 01380-2

D. Video shall be electronically delivered to the PROJECT REPRESENTATIVE for the permanent and exclusive use of the PROJECT REPRESENTATIVE prior to the start of any construction on the project.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION

MOBILIZATION/DEMOBILIZATION 01505-1

SECTION 01505

MOBILIZATION/DEMOBILIZATION

PART 1 - GENERAL

1.01 DEFINITION AND SCOPE

As required for the proper performance and completion of the Work, mobilization shall include, but not be limited to, the following principal items:

A. Move onto the site all CONTRACTOR�s plant and equipment required for the first month�s operation.

B. Install temporary construction power, wiring, telephone, and lighting facilities.

C. Establish a fire protection plan and safety program.

D. Secure construction water supply.

E. Provide field office trailers for CONTRACTOR and PROJECT

REPRESENTATIVE.

F. Provide on-site sanitary facilities and potable water facilities.

G. Arrange for and erect CONTRACTOR�S lay down and storage yard and employee�s parking facilities.

H. Submit all required insurance certificates and bonds.

I. Obtain all required permits.

J. Post all OSHA, FDEP, Department of Labor, and all other required notices.

K. Have CONTRACTOR�S project manager and/or superintendent at the job site full time.

L. Submit a detailed construction schedule acceptable to the PROJECT

REPRESENTATIVE.

M. Submit a Schedule of Values of the Work in an approved format acceptable to the

PROJECT REPRESENTATIVE.

N. Submit a hurricane preparedness plan acceptable to the PROJECT

REPRESENTATIVE.

O. Erect all required Project signs.

MOBILIZATION/DEMOBILIZATION 01505-2

1.02 PAYMENT FOR MOBILIZATION

Payment for all mobilization/demobilization work will be made at the lump sum price bid for mobilization and demobilization of all labor, equipment, materials and appurtenances necessary for construction of the project. Mobilization shall include all items listed in the above paragraph. Also included, but not limited to, as part of this bid item is the cost for project performance indemnification�s, shop drawings, working drawings, schedules, record drawings and documents, coordination, and phasing and other miscellaneous items associated with the work. Measurement and payment for this bid item will be lump sum.

The lump sum price for mobilization/demobilization will be limited to 5.0 percent of the total contract amount. Eighty percent (80%) of the lump sum amount will be payable upon mobilization. The remaining 20% will be payable upon demobilization.

PART 2 � PRODUCTS (Not Applicable)

PART 3 � EXECUTION (Not Applicable)

END OF SECTION

PROJECT CLOSEOUT 01705-1

SECTION 01705

PROJECT CLOSEOUT

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract apply to work of this section.

1.02 DESCRIPTION OF REQUIREMENTS

Definitions:

A. Closeout is hereby defined to include general requirements near the end of Contract

Time, in preparation for final acceptance, final payment, normal termination of

Contract, and similar actions evidencing completion of the Work. Specific requirements for individual units of work are specified elsewhere in these

Specifications.

B. Time of closeout is directly related to “Substantial Completion,” and therefore; may be either a single time period for entire Work or a series of time periods for individual parts of the Work which have been certified as substantially complete at different dates. That time variation (if any) shall be applicable to other provisions of this section.

1.03 PREREQUISITES FOR SUBSTANTIAL COMPLETION

A. General:

Prior to requesting ENGINEER’s inspection for certification of Substantial

Completion (for either entire work or portions thereof), complete the following and list known exceptions in request:

1. In progress payment request, coincident with or first following date claimed, show either 100% completion for portion of Work claimed as “substantially complete” or list incomplete items, value of incompletion, and reasons for being incomplete.

2. Include supporting documentation for completion as indicated in these

Contract Documents.

3. Submit statement showing accounting of changes to the Contract Sum.

PROJECT CLOSEOUT 01705-2

4. Advise OWNER of pending insurance change-over requirements.

5. Submit special warranties, workmanship/maintenance bonds, maintenance agreements, final certifications, and similar documents.

6. Obtain and submit releases enabling OWNER’s full and unrestricted use of the work and access to services and utilities, including (where required) operating certificate, and similar releases.

7. Submit record drawings, maintenance manuals, and similar final record information.

8. Deliver tools, spare parts, extra stocks of materials, and similar physical items to the OWNER.

9. Make final change-over of locks and transmit keys to OWNER, and advise

OWNER’s personnel to change-over in security provisions, applicable.

10. Complete start-up testing of systems, and instructions of OWNER’s operating/maintenance personnel. Discontinue (or change over) and remove from Project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements.

11. Complete final cleaning up requirements, including touch-up painting of marred surfaces.

B. Inspection Procedures:

Upon receipt of CONTRACTOR’s request, the ENGINEER will either proceed with inspection or advise CONTRACTOR of prerequisites not fulfilled. Following initial inspection, the ENGINEER will either prepare certificate of Substantial Completion, or advice the CONTRACTOR of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial “punch-list” for final acceptance.

1.04 PREREQUISITES FOR FINAL ACCEPTANCE

A. General:

Prior to requesting ENGINEER’s final inspection for certification of final acceptance and final payment, as required by General Conditions…