CC-5450-23_Technical_Specifications.pdf

IRRIGATION SCOPE- WEKIVA GOLF CLUB

SPECIFICATION SECTIONS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00 Summary of Work SECTION 01 20 00 Pre-construction Conference SECTION 01 25 13 Product Substitutions SECTION 01 29 00 Measurement and Payment SECTION 01 31 19 Meetings SECTION 01 32 16 Construction Schedule SECTION 01 33 00 Submittals SECTION 01 49 50 Contractors Use of the Premises SECTION 01 50 00 Temporary Facilities and Controls SECTION 01 57 13 Erosion and Sedimentation Control SECTION 01 78 38 Project Record Documents

DIVISION 31 – EARTHWORK

SECTION 31 12 00 Site Work

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 80 00 Irrigation Systems SECTION 32 93 10 Tree Protection

SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00 SUMMARY OF WORK

PART 1- GENERAL

1.1 DESCRIPTION OF WORK

A. Work included:

1. Replacement of an irrigation system at Wekiva Golf Club, located in Seminole County, Florida.

2. Use of premises.

B. Related work: Work affecting this Section includes but is not necessarily limited to

General Conditions and Special Conditions.

1.2 COVERED BY THE CONTRACT DOCUMENTS

A. Work under this contract comprises furnishing the labor, material, equipment, tools, services, and other incidentals required to construct and make complete for use the Wekiva Golf Club. The construction consists generally of site preparation and the installation of a new irrigation system while allowing operation of the current irrigation system until the new system is operational.

B. This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents.

C. Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner.

D. The Contractor shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction.

E. The Contractor shall comply with all Federal, State and local laws, rules and regulations which are applicable to this Project.

1.3 CONTRACT METHOD

A. Construct the work under a lump sum contract price.

B. Relations and responsibilities between General Contractor, subcontractors and Owner shall be as defined in General Conditions of the Contract.

1.4 OCUPANCY OF THE SITE

A. Conduct operations as to ensure the least inconvenience to the general public.

SUMMARY OF WORK 01 11 00-2

B. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials stored at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the

1.5 WORK SEQUENCE

A. The Contractor shall establish his work sequence based on the use of crews to facilitate completion of construction and testing within the allotted Contract Time.

PART 2- PRODUCTS

2.1 (Not Applicable)

PART 3- EXECUTION

3.1 (Not Applicable)

END OF SECTION 01 11 00

PRE-CONSTRUCTION CONFERENCE 01 20 00-1

SECTION 01 20 00 PRE-CONSTRUCTION CONFERENCE

A. Work Included: To help clarify construction contract administration procedures, the Owner will conduct a Pre-construction Conference prior to start of the Work.

Provide attendance by the designated personnel.

2. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of all Divisions of these Specifications.

1.2 QUALITY ASSURANCE

A. For those persons designated by the Contractor, his sub-contractors, and suppliers to attend the Pre-construction Conference, provide required authority to commit the entities they represent to solutions agreed upon in the Conference.

1.3 SUBMITTALS

A. To the maximum extent practicable, advise the Owner at least 24 hours in advance of the Conference as to items to be added to the agenda.

B. The Owner will compile minutes of the Conference, and will furnish three copies of the minutes to the Contractor. The Contractor may make and distribute such other copies as he wishes.

1.4 PRE-CONSTRUCTION CONFERENCE

A. The Conference will be scheduled to be held within 10 days after the Owner has issued the Notice to Proceed, but prior to actual start of the Work.

2. Attendance

1. Provide attendance by authorized representatives of the Contractor and major subcontractors.

2. The Owner will advise other interested parties and request their attendance.

3. Minimum Agenda: Date will be distributed and discussed on:

1. Organizational arrangement of Contractor’s forces and personnel, and those subcontractors and materials suppliers;

2. Channels and procedures for communication;

3. Construction schedule, including sequence of critical work;

4. Contract Documents, including distribution of required copies of drawings and revisions;

PRE-CONSTRUCTION CONFERENCE 01 20 00-2

5. Processing of Shop Drawings, RFI’s, material substitutions and other data submitted to the Owner’s Representative for review;

6. Processing of field decisions;

7. Processing of Change Orders;

8. Rules and regulations governing performance of the Work.

END OF SECTION 01 20 00

PRODUCT SUBSTITUTIONS 01 25 13-1

SECTION 01 25 13 PRODUCT SUBSTITUTIONS

1.1 DESCRIPTION

A. Work Included: Make substitutions under the requirements of the Contract Documents, and submit the necessary information required by the contract documents to establish compliance with those documents.

B. Individual requirements for Substitutions also may be described in pertinent

Sections of these Specifications.

A. Coordination of Substitutions:

1. Prior to each submittal for Substitution, carefully review and coordinate all aspects of each item being submitted.

2. Verify that each item and the data submitted for it conform in all respects with the specified requirements.

3. By affixing the Contractor’s signature to each submittal, certify that this coordination has been performed.

A. Voluntary substitutions shall be made before the closing of the specified solicitation question end date, on the Substitution Request Form included in this section. Supportive submittal data, shop drawings, samples, etc., shall be made in accordance with Section 013300, Submittals.

2.1 SUBSTITUTION REQUEST FORM

A. Contractor’s Base Bid shall be per Drawings and Project Manual using only manufacturers listed.

1. Voluntary substitutions for products may be requested during bidding period or by submitting completed Substitutions Request Form with the Bid.

2. The Owner will consider requests from the Contractor, utilizing this section for the Substitutions of Products in place of those specified, only when:

1. Substitution is listed at time of bidding, on the form provided therefore in the bidding documents,

2. and when substantiated by the Contractor’s submittal data within 20 calendar days after award of the contract.

PRODUCT SUBSTITUTIONS 01 25 13-2

B. Substitution Request Form is attached to this Section.

C. Submit separate request for each substitution.

2.2 SUBSTITUTION SUPPORT DATA

A. Support each request with:

1. Complete data substantiating compliance of the proposed substitutions with requirements stated in Contract Documents.

a. Product identification, including manufacture’s name and address

b. Manufacturer’s literature; identify

1) Product description.

2) Reference Standards.

3) Performance and test data.

c. Samples, as applicable

d. Name and address of similar projects on which product has been used and date of each installation.

2. Itemized comparison of the proposed substitution with project specified; list significant variations.

3. Data relating to changes in construction schedule.

4. Any effect of substitution on separate contracts.

5. List of changes required in other work of products.

6. Accurate cost data comparing proposed substitutions product specified.

7. Designation of required license fees or royalties.

8. Designation of availability of maintenance services, sources or replacement materials.

1.1 SUBSTITUTION PROCEDURE

A. Furnish and install Products specified, under options and conditions for substitutions stated in this Section.

B. Contractor’s Options:

1. For Products specified only by reference standard, select Product meeting that standard, by any manufacturer.

2. For Products specified by naming several Products or manufacturers, select any one of products and manufacturers named which complies with specifications.

PRODUCT SUBSTITUTIONS 01 25 13-3

3. For Product specified by naming several Products or manufacturers and stating “or equivalent”, “or equal”, or “Architect approved equivalent”, or similar wording, submit a request as for substitutions for any Product or manufacturer which is not specifically named for review and approval by the Contract Documents.

D. Substitutions will not be considered for acceptance when;

1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor.

2. Acceptance will require substantial revision of Contract Documents.

3. In judgment of the Owner, do not include adequate information necessary for a complete evaluation.

4. If requested after bids are received.

E. Substitute products shall not be ordered or installed without acceptance of the

F. The Owner will determine acceptability of proposed substitutions.

G. Contractor’s Representation:

1. In making formal request for substitution, Contractor represents that:

a. He has investigated proposed product and determined that it is equivalent to or superior in all respects to that specified.

b. He will provide same warranties or bonds for substitutions as for product specified.

c. He will coordinate installation of accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects.

d. He waives claims for additional costs caused by substitutions which may be subsequently become apparent.

e. Cost data is complete and includes related costs under his Contract, but not:

1) Costs under separate contracts.

f. Cost data need not be submitted if request is for inclusion in an addendum. Requests after Contract award shall contain complete cost comparison.

H. The Owner’s Duties:

1. Review Contractor’s requests for substitution with reasonable promptness.

PRODUCT SUBSTITUTIONS 01 25 13-4

2. Notify Contractor, in writing, of decision to accept or reject requested substitution.

SUBSTITUTION REQUEST FORM:

CONTRACT AWARD

DATE:

TO:

PROJECT:

We hereby submit for your consideration the following product instead of the specified item for the above project:

DRAWING SPEC. SECT. NO. PARAGRAPH

SPECIFIED ITEM

Proposed Substitution:

Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation.

Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer’s literature to indicate equality in performance.

Fill in the blanks below.

1. Does the substitution affect dimensions shown on the Drawings?

Yes No If yes, indicate changes.

2. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by requested substitution?

Yes No If no, fully explain.

3. What affect does substitution have on other Contracts or other trades?

4. What affect does substitution have on the Construction Schedule?

5. Manufacturer’s Warranties of the proposed and specified items are:

Same Different (explain on attachment).

PRODUCT SUBSTITUTIONS 01 25 13-5

6. Reason for request:

7. Itemized comparison of specified item (s) with the proposed substitutions; list significant variations:

8. Accurate cost data comparing proposed substitution with product specified.

9. Designation of maintenance services and sources:

(Attach additional sheets if required.)

ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE

Accepted Accepted as noted

Undersigned states that the function, appearance and quality are equivalent or superior to the specified item.

Submitted by:

By:

Signature Title

Date:

Firm

Address Telephone Date

CERTIFICATE OF EQUAL PERFORMANCE: (For Use by Owner)

Accepted Accepted as noted Received too late

Remarks:

Signature shall be by person having authority to legally bind his firm to the above items. Failure to provide legally binding signature will result in retraction of approval.

END OF SECTION 01 25 13

PRODUCT SUBSTITUTIONS 01 25 13-6

(INTENTIONALLY LEFT BLANK)

MEASUREMENT AND PAYMENT 01 29 00-1

SECTION 01 29 00 - MEASUREMENT AND PAYMENT

PART I GENERAL

1.01 DESCRIPTION

A. The Contractor shall receive and accept the compensation provided in the Contract as full payment for furnishing all materials, labor, tools and equipment for performing all operations necessary to complete the work under the Contract, plus any miscellaneous items and services that may not be specifically identified in the Contract Documents and Specifications but that can be inferred from the Contract Documents and Specifications and are necessary to produce a completed Work that is usable in a manner for which it was intended. If any items for a complete work are omitted or not shown, the Contractor shall furnish and install them without additional cost to the Owner, and also in full payment for all loss or damages arising from the nature of the Work, or from any discrepancy between the actual quantities of Work and quantities herein estimated in the Contract Documents, or from the action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the final acceptance by the Owner.

B. The prices stated in the Bid Form include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the Work as shown on the Contract Documents and specified herein. The basis of payment for an item at the unit price shown in the proposal shall be in accordance with the description of that item in this Section.

C. The Contractor’s attention is again called to the fact that the quotations for the various items of Work are intended to establish a total price for completing the Work in its entirety. Should the Contractor feel that the cost for any item of Work has not been established by the Bid Form or Payment Items, he shall include the cost for that Work in some other applicable bid item, so that his proposal for the Project does reflect his total price for completing the Work in its entirety.

D. The Contractor shall prepare and submit an Application for Payment once per month.

1.02 MEASUREMENT

1. The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place, ready for use and accepted by the Owner, in accordance with the applicable method of measurement therefore contained herein. A representative of the Contractor shall witness all field measurements.

1.03 PAYMENT ITEMS, BASE BID

MEASUREMENT AND PAYMENT 01 29 00-2

Bid Item No. 1 – Mobilization and Demobilization

1. Description: The measurement and payment item includes the preparatory work and operations in mobilizing for beginning work on the Project and demobilizing for ending work on the Project. The establishment of safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, State and local laws and any other preconstruction expense necessary for the state of the Work; the cost of field engineering, construction schedules, preconstruction video and photographs, shop drawings, temporary facilities, lay down storage area, construction aids, erosion control, work associated with Contractor support during Owner/Engineer testing, reviews and inspection, re-inspection and any rework resulting from same, cleaning, project record documents, operating and maintenance data. The Contractor shall submit invoices substantiating the cost of mobilization with each pay request.

2. Measurement: This item shall be measured as percentage of total project construction cost.

3. Basis of Payment: Payment will be made at the percentage of Contract Price Completed.

Bid Item No. 2 – General Conditions

1. Description: This measurement and payment item includes all General

Conditions, all Insurance requirement costs, the costs of all bonds and all administrative costs associated with acquiring and maintaining the necessary coverage as described in the Contract Documents.

2. Measurement: This item shall be measured as percentage of total project construction cost.

3. Basis of Payment: Payment will be made at the percentage of Contract Price Completed.

Bid Item No. 3 – Silt Fence/ Erosion Control

1. Description: This measurement and payment item consists of supplying all labor, equipment and materials required to install and maintain silt fence and erosion control barriers as required for the project for the duration specified on the project.

2. Measurement: The unit of measurement for this item will be per linear foot.

3. Basis of Payment: Payment shall be made based on the total number of linear feet of silt fence or erosion control barrier properly installed.

Bid Item No. 4 – Turbidity Barrier

1. Description: This measurement and payment item consists of supplying all labor, equipment and material required to install and maintain turbidity barriers as required for the project for the duration specified on the project.

2. Measurement: This item shall be measured per linear feet.

3. Basis of Payment: Payment shall be made based on the total number of linear feet of turbidity barrier properly installed.

Bid Item No. 5 – Wood Boardwalk

MEASUREMENT AND PAYMENT 01 29 00-3

1. Description: This measurement and payment item shall consist of installation of a wood boardwalk all labor and materials and labor necessary as per Contract Documents.

2. Measurement: The unit of measurement for this items will be square foot.

3. Basis of Payment: Payment shall be made for each square foot of wood boardwalk that is completed

PART II PRODUCTS

(Not Applicable)

PART III EXECUTION

(Not Applicable)

END OF SECTION 01 29 00

PROJECT MEETINGS 01 31 19-1

SECTION 01 31 19 PROJECT MEETINGS

A. Work Included: To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Owner’s Representative will conduct project meetings throughout the construction period.

B. Related Work:

1. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications.

2. The Contractor’s relations with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor’s responsibility and normally are not part of project meetings content.

A. For those persons designated by the Contractor to attend and participate in project meetings, provide required authority to commit the Contractor to solutions agreed upon in the project meetings.

A. Agenda Items: To the maximum extent practicable, advise the Owner’s

Representative at least 24 hours in advance of project meetings regarding items to be added to the agenda.

A. (Not Applicable)

3.1 MEETING SCHEDULE

A. Coordinate as necessary to establish mutually acceptable schedule for meetings.

3.2 MEETING LOCATION

A. To the maximum extent practicable, meetings will be held at the job site.

3.3 PROJECT MEETINGS

A. Attendance:

1. To the maximum extent practicable, assign the same person or persons to

PROJECT MEETINGS 01 31 19-2

represent the Contractor at project meetings throughout progress of the Work.

2. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspect of the Work is involved.

B. The format and order of business shall be as follows:

1. Report from Contractor on construction status, items or areas being worked on, and work planned to be started. Report on schedule status. This needs to include number of weeks ahead or behind, and current projected-scheduled Owner occupancy date.

2. Report from Owner’s Representative on construction administration status relative to onsite Owner’s Representative observations, deficiencies, problems and shop drawing and change proposal date.

3. Minutes of previous meeting.

4. Old Business.

5. New Business.

C. Minimum Agenda:

1. Review, revise as necessary, and approve minutes of previous meetings.

2. Review progress of the Work since last meeting, including status of submittals for approval.

3. Identify problems which impede planned progress.

4. Develop corrective measures and procedures to regain planned schedule.

5. Complete other current business.

D. The minutes must reflect the above, and include specific information relative to the schedule.

1. Weeks ahead or behind.

2. Current projected - Scheduled Owner occupancy date, or dates.

E. Revisions to Minutes:

1. Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting, they will be accepted as properly stating the activities and decisions of the meeting.

2. Persons challenging published minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set of minutes.

PROJECT MEETINGS 01 31 19-3

3. Challenge to minutes shall be settled as priority portion of ‘old business’ at the next regularly scheduled meeting.

END OF SECTION 01 31 19

CONSTRUCTION SCHEDULES 01 32 16-1

SECTION 01 32 16 CONSTRUCTION SCHEDULES

A. Work included: To assure adequate planning and execution of the work so that the work is completed within the number of calendar days allowed in the Contract, and to assist the Owner’s Representative in appraising the reasonableness of the proposed schedule and in evaluating progress of the work, prepare and maintain the schedules and reports described in this Section.

B. Related Work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications.

C. Definitions: “Day,” as used throughout the Contract unless otherwise stated, means

“calendar day”.

A. Employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, and in preparing and issuing periodic reports as required below.

B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Owner’s Representative.

C. Reliance upon the approved scheduler:

1. The construction schedule as approved by the Owner’s Representative will be an integral part of the contract and will establish interim completion dates for the various activities under the Contract.

2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite completion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contractor.

3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate.

4. Costs incurred by the Owner and by the Landscape Architect in connection with expediting construction activity under this Activity shall be reimbursed by the Contractor.

5. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities.

CONSTRUCTION SCHEDULES 01 32 16-2

A. Comply with pertinent provisions of Section 013300.

B. Preliminary Analysis: Within ten calendar days after the Contractor has received the executed contract, submit one reproducible copy and four prints of a preliminary construction schedule prepared in accordance with Part 3 of this Section.

C. Construction Schedule: Within 20 calendar days after the Contractor has received the executed contract, a conference will be held to review the project schedule.

D. Periodic Reports: on the first working day of each month following the submittal described in Paragraph 1.3-C above, submit four prints of the construction schedule updated as described in Part 3 of this Section.

2.1 CONSTRUCTION ANALYSIS

A. Graphically show by bar-chart the order and interdependence of all activities necessary to complete the Work and the sequence in which each activity is to be accomplished, as planned by the Contractor and his project field superintendent in coordination with all subcontractors whose work is shown on the diagram.

B. Include, but do not necessarily limit indicated activities to:

1. Submit application and procure Building Permit;

2. Project mobilization;

3. Submittal and approval of Shop Drawings and Samples;

4. Procurement of equipment, and critical materials;

5. Fabrication of special material and equipment, and its installation and testing;

6. Schedule Owner Inspection;

7. Owner 40% Inspection;

8. Owner 80% Inspection,

9. Substantial Completion Inspection;

10. Final Inspection;

11. Final Inspections of Local Authority;

12. Owner approval to occupy;

13. Final Testing;

14. Local Authority Certificate of Occupancy;

15. All activities by the Resident Project Representative that effect progress, required dates for completion, or both, for all and each part of the Work.

16. All other activities that effect progress required dates for completion for all and each part of the Work.

3.1 PRELIMINARY ANALYSIS

A. Contents:

CONSTRUCTION SCHEDULES 01 32 16-3

1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paragraph 1.3-B above;

2. Show the Contractor’s general approach to remainder of the Work;

3. Show cost of all activities scheduled for performance before submittal and approval of the construction schedule.

B. Submit in accordance with Paragraph 1.3-B above.

3.2 CONSTRUCTION SCHEDULE

A. As soon as practicable after receipt of Notice to Proceed, complete the construction analysis in preliminary form, meet with the Owner’s Representative, review contents of the proposed construction schedule, and make all revisions agreed upon.

3.3 PERIOD REPORTS

A. Update the approved construction schedule.

1. Indicate “actual” progress in percent completion for each activity;

2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed.

3.4 REVISIONS

A. Make only those revisions to approved construction schedule as are approved in advance by the Owner’s Representative.

END OF SECTION 01 32 16

PROJECT SUBMITTALS 01 33 00-1

IRRIGATION SCOPE - WEKIVA GOLF CLUB

SECTION 01 33 00 PROJECT SUBMITTALS

A. Work Included: Submit Shop Drawings, Product Data and Samples as required by the Contract Documents, and revise and resubmit as necessary to establish compliance with the specified requirements.

B. Related Work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in all divisions of these Specifications.

2. Individual requirements for submittals also may be described in pertinent

Sections of these Specifications.

3. Requirements for Substitutions shall be described in Section 01341, Substitutions and Product Options.

C. Work Not Included:

1. Un-required submittals will not be reviewed by the Owner’s

Representative.

2. The Contractor may require his subcontractors to provide drawings, setting diagrams, and similar information to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the Owner’s Representative.

A. Coordination of Submittals:

1. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted.

2. Verify that each item and the submittal for it conform in all respects with the specified requirements.

3. By affixing the Contractor’s signature to each submittal, certify that this coordination has been performed.

B. Substitutions:

The Contract Base Bid is based on the manufacturer’s specified standards of quality established in the Contract Documents. Voluntary substitutions will be considered only when requested and accepted prior to the opening of the bids, in strict accordance with Section 01 25 13 of these specifications on the form provided therein.

PROJECT SUBMITTALS 01 33 00-2

A. Make submittals of Shop Drawings, samples, substitution requests, and other items in accordance with the provisions of this Section.

2.1 SHOP DRAWINGS

A. Scale and Measurements: Make Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work.

B. Types of Prints Required:

1. Submit Shop Drawings digitally as PDF files.

C. Review comments of the Owner’s Representative will be shown on the prints when they are returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes.

2.2 MANUFACTURER’S LITERATURE

A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly show which portions of the contents is being submitted for review.

2.3 SAMPLES

A. Provide sample or samples identical to the precise article proposed to be provided. Identify as described under “Identification of Submittals” below.

B. Number of Samples Required:

1. Unless otherwise specified, submit Samples in the quantity which is required to be returned, plus one which will be retained by the Owner’s

2. By prearrangement in specific cases, a single sample may be submitted for review and, when approved, be installed in the Work at a location agreed upon by the Resident Project Representative.

3.1 IDENTIFICATIONS OF SUBMITTALS

A. Consecutively Number All Submittals:

1. When material is resubmitted for any reason, transmit under a new letter

PROJECT SUBMITTALS 01 33 00-3

of transmittal and with a new transmittal number.

2. On re-submittals, cite the original submittal number for reference.

B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking.

C. On at least the first page of each submittal, and elsewhere as required for positive identification, show the submittal number in which the item was included.

D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the Owner’s Representative for his review upon request.

3.2 GROUPING OF SUBMITTALS

A. Unless otherwise specified, make submittals in groups containing all associated items to assure that information is available for checking each item when it is received.

1. Partial submittals may be rejected as not complying with the provisions of the Contract.

2. The Contractor may be held liable for delays so occasioned.

3.3 TIMING OF SUBMITTALS

A. Make submittals far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and re-submittals, and for placing orders and securing delivery.

B. In scheduling, allow at least ten working days for review by the Owner’s

Representative following his receipt of the submittal.

3.4 PROJECT REVIEW

A. Review by the Owner’s Representative does not relieve the Contractor from responsibility for errors which may exist in the submitted data.

B. Revisions:

1. Make revisions required by the Owner’s Representative.

2. Make only those revisions directed or approved by the Owner’s

END OF SECTION OF 01 33 00

CONTRACTOR’S USE OF THE PREMISES 01 49 50-1

SECTION 01 49 50 CONTRACTOR’S USE OF THE PREMISES

A. Work included: This Section applies to situations in which the General Contractor or his representatives, including, but not necessarily limited to suppliers, subcontractors employees and field engineers enter, have access to and conduct themselves on the Owner’s property.

B. Related work: Work affecting this Section include, but are not necessarily limited to General Conditions, Supplementary Conditions and all Divisions of these Specifications.

1.2 CONTRACTOR’S OFFICE/CONTACT

A. The General Contractor shall provide and maintain telephone access where he or a responsible representative of his organization may be reached at any time while work is in progress.

B. The project superintendent or his appointed representative shall be on site during all normal working hours and whenever the General Contractor’s personnel or any Subcontractor’s personnel are working after normal working hours or on weekends.

1.3 USE OF PUBLIC STREETS

A. The use of Public streets shall be such as to provide minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the General Contractor and the streets cleaned to the satisfaction of the Owner.

1.4 CARE OF FACILITIES

A. The General Contractor shall be fully responsible for maintaining in good condition all existing facilities including, but not limited to, roadways, walks, and trails.

1.5 OBSTRUCTIONS

A. All water pipes, storm drains, force mains, gas or other pipe, telephone or power cables or conduits, curbs, sidewalks, and all other obstructions, whether or not shown, shall be temporarily removed from, or supported across utility line excavations. Where it is necessary to temporarily interrupt house, business services or the Owners services, the General Contractor shall notify the Owner, both before the interruption and again immediately before service is resumed.

Before disconnecting any pipes, conduits or cables the General Contractor shall obtain permission form their Owner or make suitable arrangements for their disconnection by their owner. The General Contractor shall be responsible for any damage to any such pipes, conduits, or cables and shall restore them to service promptly as soon as the work has progressed past the pint involved. Approximate locations of water, sanitary, drainage, power, and telephone

CONTRACTOR’S USE OF THE PREMISES 01 49 50-2

installations along the route of the new pipelines or in the vicinity of new work must be verified in the field by the General Contractor. The General Contractor shall uncover these pipes, ducts, cables etc., carefully, by hand, prior to installing new utility lines. Any discrepancies or differences found shall be brought to the attention of the Owner in order that the necessary changes may be made to permit installation of new pipe. These conditions are supplemental to the General requirements elsewhere in these specifications.

1.6 PLANNED DISRUPTIONS OR SERVICE OUTAGES

A. Prior to the shutting off, disruption, or otherwise modifying the following existing services, the General Contractor must request authorization in writing from Owner and local governing body if required.

Electrical Circuits and Subfeeders Water Sewer - Sanitary Fire Water Telephone Other services not noted, etc.

B. All contractors, subcontractors or vendors are required to get the approval of the

Owner before taking any of the actions noted below, to the systems noted.

1. Actions:

a. Shutting off, turning on, tripping, (valves, circuit breakers, disconnect switches or other operation devices.).

b. Connecting to or disconnecting from.

2. Systems:

a. Electrical Power and Lighting Panels, Switchboards, Transfer

Switches, Motor Starters, communication & telephone.

b. Gas Systems

c. Water, Sanitary Lines, and other Piping Systems.

C. Requests for service interruptions must state type of service to be interrupted, areas to be affected, duration of interruption, and the name of the person (on- site) who will supervise and is responsible for the project.

1.7 DAMAGE TO EXISTING STRUCTURES AND UTILITIES

A. The General Contractor shall be responsible for and make good all damage to the pavement beyond the limits of the contract, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the drawings.

B. Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data made available to the Landscape

CONTRACTOR’S USE OF THE PREMISES 01 49 50-3

Architect by the Owner. This information is not guaranteed, however and it shall be this General Contractor’s responsibility to determine the location, character and depth of any existing utilities. He shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities.

1.8 QUALITY ASSURANCE

A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section.

B. Require that all personnel who will enter upon the Owner’s property certify their awareness of and familiarity with the requirements of this section.

1.9 RECORDS

A. Maintain an accurate record of the names and Identification of all persons entering upon the Owner’s property in connection with the Work of this Contract Including times of entering and leaving.

1.10 SAFETY

A. Contractors shall adhere to applicable OSHA regulations.

B. Contractors shall furnish all warning signs, detours, and temporary facilities necessary for the protection and safety of all employees.

1. All construction areas to which non-construction personnel have access shall be marked with readily visibly warning signs (such as “Danger - Construction Area”)

C. Contractors are responsible for the safe handling, storage, and disposal of all waste material off-site on a timely basis. No trash or materials should be left on site.

1.11 DRESS AND CONDUCT

A. All construction personnel shall maintain a neat general appearance at all times.

Shirts, trousers and proper shoes are required apparel. Sandals or flip-flops will not be permitted.

B. Anyone choosing to wear clothing with offensive words, pictures, etc., will be required to cover or change clothing even if to do so required loss of time form the job.

C. Any complaint resulting from construction personnel’s action will be investigated.

If complaints are verified, it can be cause for that person to be removed for the project.

CONTRACTOR’S USE OF THE PREMISES 01 49 50-4

END OF SECTION 01 49 50

TEMPORARY FACILITIES AND CONTROL 01 50 00-1

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 Section Includes

Construction facilities, controls, temporary utilities, project identification signs, field office and storage sheds, storage of materials and equipment.

1.2 Submittals

A. Prior to installation of construction facilities and temporary controls, submit the following items for review and approval:

1. Project identification sign - provide proposed text, layout, and sizing of all required signs

1.3 Construction Facilities and Temporary Controls

All construction facilities and temporary controls remain the property of the Contractor establishing them and shall be maintained in a safe and useful condition until removed from the construction site.

1.4 Removal of Temporary Construction

Remove the various temporary facilities, services, and controls and legally dispose of them as soon as the Owner deems permissible. Portions of the site used for temporary facilities shall be properly reconditioned and restored to a condition acceptable to the Owner.

1.5 Transportation and Handling

A. Manufactured materials and products shall be delivered to the project site as needed for installation, undamaged, in original packages, containers, or bundles, as packaged by the manufacturer with manufacturer's name, brand, seals, and labels intact.

B. Materials other than those designated within the Specifications or approved by the

Owner shall not be delivered to the project site.

1.6 Storage and Protection

A. The Contractor shall be responsible for protection and preservation of all materials until final acceptance of the Project. Any damage to work prior to acceptance shall be remedied by the Contractor at no additional cost to the Owner.

TEMPORARY FACILITIES AND CONTROL 01 50 00-2

B. Provide temporary weather-tight enclosures to protect work from damage by the elements and protect finished surfaces to prevent any damage resulting from the work of any trade.

1.7 Security

A. Contractor shall, at all times, be responsible for the security required in all project areas and shall provide all reasonable protection to prevent damage, injury or loss to employees on the Work and all other persons who may be affected thereby; all the work materials and equipment to be incorporated therein, whether in storage on or off the project site, under the care, custody or control of the Contractor or any subcontractors; and any other property under the care, custody or control of the Contractor or any subcontractors. Contractor shall be responsible for such security and safety until final acceptance of the Work.

B. Full time watchmen will not be specifically required as a part of the Contract, but the Contractor shall provide inspection of work area daily and shall take whatever measures are necessary to protect the safety of the public, workmen, and materials, and provide for the security of the site, both day and night.

PART 2 PRODUCTS

2.1 Temporary Electric Service

A. Furnish and maintain temporary lighting and power required to perform the Work.

Include in the Bid all costs for providing temporary electrical service if such service is necessary for the construction indicated on the plans and in these specifications.

B. Temporary service shall include protective enclosures, branch wiring, outlets, lamps, and grounding as required by NEC and Local Electrical Codes.

2.2 Temporary Water

A. Temporary water necessary for the construction of the facilities indicated on the plans is the responsibility of the contractor and the cost of such temporary facilities shall be included on the contractor’s bid.

B. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job.

C. Provide all temporary piping, hoses, etc., required to transport water to the point of usage by all trades.

2.3 Temporary Sanitary Facilities

Provide temporary toilet facilities as required. Maintain these during the entire period of construction under this Contract for the use of all construction personnel on the job.

Enough chemical toilets shall be provided to conveniently serve the needs of all personnel.

Chemical toilets and their maintenance shall meet the requirements of State and local

TEMPORARY FACILITIES AND CONTROL 01 50 00-3

health regulations and ordinances.

2.4 Temporary Pumping and Site Drainage

Keep the site free from water at all times to permit continuous access and to prevent damage to the work.

2.5 Material Hoists and Cranes

A. Provide material hoists required for normal use by all trades and employ skilled hoist operators. Provide all necessary guards, signals, safety devices, etc., required for safe hoist operation. The construction and operation of material hoists shall be in accordance with the applicable ANSI Standards, the "Manual Code of Accident Prevention in Construction" of the Associated General Contractors of America, OSHA, and of other Federal, State, and municipal codes or ordinances.

The Contractor shall prohibit the use of hoists for transporting personnel. Hoists shall be located to avoid risk of damage to completed work.

B. Special rigging and hoisting facilities shall be provided by each trade requiring their use.

2.6 Temporary Runways, Scaffolding, and Ladders

A. Provide temporary ladders, ramps, and runways as required for performance and inspection of the work. The above facilities shall be constructed and maintained in accordance with the applicable Federal, State, and Municipal regulations and codes.

B. Furnish, erect, and maintain all scaffolding required for this work. Scaffolding shall be constructed and maintained in accordance with applicable State and Federal laws and local ordinances. Scaffolding shall be promptly removed after serving its purpose.

C. The structural strength and safety of scaffolding, runways, covers, railings, ladders, stairs, etc., and compliance with law shall be the sole responsibility of the Contractor.

TEMPORARY FACILITIES AND CONTROL 01 50 00-4

2.7 Project Identification Sign

A. As soon as practicable after award of contract, but no later than twenty (20) days after the Notice to Proceed is issued, furnish and erect one sign for the project, placed at a location determined by Owner. The sign shall be erected when the work is started and shall be suitably supported, braced, and maintained, and shall be removed upon completion of the project or when directed by the Owner.

B. The sign shall be 4’x8’x1” exterior grade plywood. All surfaces shall be painted with three coats of white exterior grade enamel paint, and all lettering shall be black.

The sign shall contain text including the following:

Seminole County Leisure Services Black Bear Wilderness Trail Restoration Project Cost: $ Landscape Architect:

Community Solutions Group, GAI Consultants

Contractor:

C. Submit to the Owner for approval the proposed sign lettering (fonts, size) and text prior to fabricating the signs.

D. No other signs will be permitted.

2.8 Contractor's Field Office and Storage Sheds N/A

2.9 Owner / Engineer Field Office N/A

PART 3 EXECUTION

3.1 Access Roads and Parking Areas

A. At completion of the work or when directed by the Owner, surfacing and sub- base material used for the temporary road and parking areas shall be removed, unless otherwise approved by the Owner.

B. Install signs, markings, and barricades in accordance with approved traffic control plan.

C. Perform work in a manner that will cause minimum interruptions to traffic.

D. Place excavated material outside roadway clear zones, and away from pedestrian facilities.

E. All trenches shall be backfilled each day prior to the completion of construction activities.

F. Where special hazards exist, install traffic control through the use of lighted concrete barriers, barricades, or other such traffic control facilities as needed to

TEMPORARY FACILITIES AND CONTROL 01 50 00-5

ensure public safety.

3. 2 Maintenance

A. Inspect traffic control devices on a daily basis to ensure placement of barricades and function of lights is maintained throughout construction.

B. Wet unstabilized areas as necessary to control dust.

C. Adjust traffic control devices as required under emergency conditions.

END OF SECTION 01 50 00

EROSION AND SEDIMENTATION CONTROL 01 57 13-1

SECTION 01 57 13 EROSION AND SEDIMENTATION CONTROL

PART 1 GENERAL

1. 1 Section Includes

Designing, providing, maintaining, removing temporary erosion and sedimentation controls.

1.2 References

A. Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction and Roadway and Traffic Design Standards, latest editions:

1. Index No. 102 - Silt Fences

2. Index No. 103 - Turbidity Barriers

1. 4 Owner’s Instructions / Sequencing

A. Owner has authority to limit surface area of erodible earth material exposed by clearing and grubbing, excavation, trenching, borrow and embankment operations.

Owner also has authority to direct Contractor to provide immediate permanent or temporary erosion and sediment control measures.

B. Contractor shall respond to erosion and sediment control maintenance requirements or implement additional measures to control erosion ordered by Owner or governing authorities within 48 hours or sooner if required at no additional cost to the Owner.

C. Contractor will be required to incorporate permanent erosion control features into project at earliest practical time to minimize need for temporary controls.

PART 2 PRODUCTS

2. 1 Sedimentation Control

A. Silt Fence - Per FDOT Index No. 102

B. Floating Turbidity Barriers - Per FDOT Index No. 103

PART 3 EXECUTION

3. 1 Erosion Control

A. Maintain temporary erosion control systems as directed by Owner or governing authorities to control erosion and siltation during life of contract.

B. The erosion and sediment control measures shown on the plans represent a minimum requirement. The Contractor is responsible for determining additional erosion and sediment control measures needed in order to prevent the transfer of

EROSION AND SEDIMENTATION CONTROL 01 57 13-2

sediment from the project area and prevent the erosion of surfaces during construction, as needed to protect adjacent properties and water bodies.

C. Dirt roads are to be stabilized and compacted within 7 days of the completion of trenching and grading activities.

3. 2 Sedimentation Control

A. Install prior to construction.

B. Inspect every two weeks during construction.

C. Remove any sediment build-up.

D. Repair and reinstall any damaged or missing sediment control measures. Install additional measures if inspection reveals additional sedimentation control is necessary.

END OF SECTION 01 57 13

PROJECT RECORD DOCUMENTS 01 78 38-1

SECTION 01 78 38 PROJECT RECORD DOCUMENTS

PART 1-GENERAL

A. Work included:

1. Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents, as described in Article 3.1 below.

2. Upon completion of the Work, transfer the recorded changes to electronic

Record Documents, as described in Article 3.02 below.

B. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, special Conditions, and Sections in all divisions of these Specifications.

A. Delegate the responsibility for maintenance of Record documents to one person on the Contractor’s staff as approved by the Project Representative.

B. Accuracy of Records:

1. Thoroughly coordinate changes within the Record Documents making adequate and…