CITY OF PORT ORANGE

CITY CENTER SPORTS COMPLEX

BALLFIELDS RESTORATION

CONSTRUCTION SPECIFICATIONS

Prepared for:

CITY OF PORT ORANGE

1000 City Center Circle

Port Orange, FL 32129

Prepared by:

HDR ENGINEERING, INC.

76 S. Laura Street, Suite 1600

Jacksonville, Florida 32202

September 2026

TABLE OF CONTENTS

DIVISION 0 – FRONT END DOCUMENTS

DIVISION 1 - GENERAL REQUIREMENTS

01010 GENERAL REQUIREMENTS

01050 FIELD ENGINEERING (SURVEYS)

01200 DESCRIPTION OF SCHEDULE OF VALUES

01330 PROJECT MEETINGS AND ADMINISTRATION

01350 SUBMITTALS

01550 TEMPORARY FACILITIES AND TEMPORARY CONTROLS

01700 PROJECT CLOSEOUT

DIVISION 2 – SITE CONSTRUCTION

02270 EROSION AND SEDIMENT CONTROL

02300 EARTHWORK

02670 CHAIN LINK FENCE

02778 HIGH-STRENGTH WOVEN GEOTEXTILE FABRIC

DIVISION 3 – CONCRETE

03300 CONCRETE CONSTRUCTION

DIVISION 1

GENERAL REQUIREMENTS

City of Port Orange Section 01010 General Requirements

01010-1

SECTION 01010

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

• Scope of work.

• Drawings and specifications to be followed.

• Design intent of Drawings and Specifications.

• References to other specifications.

• Enumeration of Drawings.

• Permits and agency approvals.

• Contractor use of site and premises.

• Construction quality assurance (CQA) requirements.

• References.

• Completion dates and substantial completion.

• Guarantee.

• Patents.

1.02 SCOPE OF WORK

A. Work to be performed is identified in the Contract Documents (i.e., Drawings, these

Specifications, and other parts of the Project Manual). CONTRACTOR shall furnish machinery, tools, equipment, material, and labor necessary for the performance of the

Work and shall furnish and do everything necessary to make the Work satisfactory, complete, neat, and finished.

B. All incidental, minor and miscellaneous items, Work, and materials not specified or shown, which are necessary to complete the indicated Work and to maintain and repair the Work, or which may be reasonably implied as included, shall be done and furnished by CONTRACTOR without extra charge to OWNER.

1.03 DRAWINGS AND SPECIFICATIONS TO BE FOLLOWED

Drawings to be followed under this Contract shall be approved drawings on file in the office of

OWNER for the City of Port Orange Trash Site Cap Remediation. Drawings show the location, details, and dimensions of the Work contemplated. The Work shall be performed in strict accordance with the Drawings and Specifications. There shall be no deviation from the

Drawings and Specifications on account of the exigencies of the construction, unless approved and authorized in writing by ENGINEER and OWNER.

01010-2

1.04 DESIGN INTENT OF DRAWINGS AND SPECIFICATIONS

The design intent, as determined by ENGINEER, shall govern in the case of discrepancy in or between the Drawings and Specifications. The Specifications are intended to supplement and clarify the Drawings. CONTRACTOR shall comply with both Drawings and Specifications in order to fulfill the Contract requirements. Any work called for by either is as binding as though it were called for by both. CONTRACTOR shall take no advantage of any error or omission in the

Drawings or of any discrepancy between the Drawings and/or Specifications. In all cases of doubt as to the meaning of the Drawings and Specifications, the decision of ENGINEER will be final and conclusive. CONTRACTOR shall notify ENGINEER upon discovery of any actual or perceived discrepancy in or between the Drawings and Specifications.

1.05 REFERENCES TO OTHER SPECIFICATIONS

Wherever references are made to other specifications, standards, or requirements, it shall be understood that the latest specifications, standards or requirements are intended and shall apply, except as otherwise specified or to the extent that said specifications, standards or requirements may be in conflict with applicable laws, ordinances, rules and regulations.

1.06 ENUMERATION OF DRAWINGS

Following is a list of the Construction Drawings that form a part of the Contract Documents. The

Drawings furnished by OWNER and referred to in these Specifications are as follows:

GENERAL

00G-01 COVER SHEET

00G-02 GENERAL NOTES, LEGEND AND ABBREVIATIONS

00G-03 OVERALL AERIAL SITE PLAN

00G-04 EXISTING TOPOGRAPHIC MAP

CIVIL

00C-01 DEMOLITION PLAN

00C-02 TOP OF SUBGRADE GRADING PLAN

00C-03 TOP OF SUBBASE GRADING PLAN

00C-04 TOP OF FINAL GRADE GRADING PLAN

00C-05 CROSS SECTIONS

01010-3

00C-06 ALTERNATE CLOSURE OPTION WITH SYNSPORT COMPLETE

00C-07 ALTERNATE CLOSURE OPTION WITH SYNSPORT FOR SOCCER FIELD

00C-08 ALTERNATE CLOSURE OPTION WITH SYNSPORT FOR BASEBALL

FIELD

00C-09 EROSION AND SEDIMENT CONTROL PLAN

00D-01 DETAILS (1 OF 5)

00D-02 DETAILS (2 OF 5)

00D-03 DETAILS (3 OF 5)

00D-04 DETAILS (4 OF 5)

00D-05 DETAILS (5 OF 5)

LIGHTING

E1 ELECTRICAL LEGEND, NOTES, RISERS, DETAILS & PANELS

E2 ELECTRICAL SITE PLAN EXISTING WORK

E3 ELECTRICAL SITE PLAN NEW WORK

E4 ELECTRICAL SPECIFICATIONS

LANDSCAPE & IRRIGATEION

LA1 LANDSCAPE PLAN & DETAILS

LA2 LANDSCAPE BID ALTERNATIVE

IR1 IRRIGATION PLAN & DETAILS (1 OF 2)

IR2 IRRIGATION PLAN & DETAILS (2 OF 2)

1.07 PERMITS AND AGENCY APPROVALS

A. CONTRACTOR’s attention is drawn to the fact that certain permits and governmental agency approvals are required for various portions of the Work. The

Owner has obtained clearance from FDEP to perform the proposed remediation.

B. CONTRACTOR shall be responsible for obtaining and complying with any and all

01010-4 permits necessary to perform the Work. This shall include, but not be limited to: (i) erosion and sediment control permits and approved plans for off-site borrow pits or spoil areas; (ii) traffic and highway permits; and (iii) temporary building and/or electrical permits. The CONTRACTOR shall pay all costs and fees associated with obtaining the permits for which the CONTRACTOR is responsible.

1.08 CONTRACTOR’S USE OF SITE AND PREMISES

CONTRACTOR’s access to OWNER’s property is limited to the project Work area as identified in the Contract Documents to include:

• limits of disturbance of the construction areas;

• staging and storage area; and

• access roads.

1.09 CONSTRUCTION QUALITY ASSURANCE REQUIREMENTS

A. All material incorporated into the Work shall be new and of the highest grade. All materials shall be handled in accordance with manufacturer’s recommendations.

B. All Work will be monitored and conformance tested per the specifications by the

OWNER.

C. CONTRACTOR shall be aware of all testing activities outlined in the specifications and shall account for these activities in the construction schedule.

D. CONTRACTOR shall be responsible for cooperating with the ENGINEER during all earthwork-related testing activities. CONTRACTOR shall provide equipment and labor to assist the ENGINEER in sampling, if requested, and shall also provide access to all areas requiring testing. CONTRACTOR shall repair any damage to finished

Work caused by the ENGINEER’s sampling or testing activities.

E. CONTRACTOR shall be responsible for surveying and geometric control of the

Work.

F. CONTRACTOR (and its subcontractors, suppliers, manufacturers, etc.) shall abide by all qualification requirements identified herein.

1.10 REFERENCES

A. Latest version available at the time of contract execution of American Society for

01010-5

Testing Materials (ASTM) Standards.

B. Latest version available at the time of contract execution of the Florida Department of

Transportation (FDOT) Standard Specifications for Road and Bridge Construction.

C. Latest version available at the time of contract execution of the FDEP’s Florida

Stormwater Erosion and Sediment Control Inspector’s Manual.

D. Latest version available at the time of contract execution of the American Association of State Highway Transportation Officials (AASHTO) Standards.

E. Latest version available at the time of contract execution of the Geosynthetic

Research Institute (GRI) Test Methods.

F. Latest version available at the time of contract execution of the Federal Test Methods.

G. Latest version available at the time of contract execution of the Plastic Pipe Institute

(PPI) Rating.

H. Latest version available at the time of contract execution of the American National

Standards Institute (ANSI) Standards.

I. Latest version available at the time of contract execution of the American Concrete

Institute (ACI) Standards.

1.11 COMPLETION DATES AND SUBSTANTIAL COMPLETION

A. The Work of the Project will be considered substantially completed when the following conditions are met:

1. All the components of the Work have been completed and are operational to the satisfaction of OWNER and ENGINEER. Components include, but are not limited to: clearing and grubbing, excavation and removal of unsuitable material, soil cover installation, geotextile reinforcement layer, protective cover layer, top soil, site irrigation system, paving, restoration of stormwater control structures, fencing, sod vegetation, erosion and sediment control and restoration of disturbed areas.

2. All required final as-built documentation for the project has been submitted and the ENGINEER has confirmed that the as-built documentation submitted is acceptable and complies with the Contract Documents.

3. All construction quality control and quality assurance testing for soils, 01010-6 geosynthetics and pipes required for the Project have been completed and acceptable results have been obtained.

4. The applicable conditions of all permits and approvals governing the work conducted by CONTRACTOR are completed to the satisfaction of the applicable regulatory authority.

1.12 GUARANTEE

CONTRACTOR shall guarantee all of the Work included in this Contract for a period specified in the front-end contract documents:

A. Against all faulty or imperfect materials and against all imperfect, careless, or unskilled workmanship on the part of CONTRACTOR, its subcontractors, suppliers, or component manufacturers.

B. The entire Work and each and every part thereof shall operate, with normal care and attention, in a satisfactory and efficient manner, and in accordance with the requirements of the Specifications.

C. CONTRACTOR agrees to replace with proper workmanship and materials, and to re-execute, correct, or repair without cost to OWNER, Work that may be found to be improper or imperfect or that does not operate in satisfactory manner or fails to perform as specified.

D. The guarantee obligations assumed by CONTRACTOR under the Specifications shall not be held or taken to be in any way impaired because of the Specifications, indication or approval by or on behalf of OWNER of any articles, materials, means, combinations or things used or to be used in the construction, performance, and completion of the Work or any part thereof.

E. No use or acceptance by OWNER of the Work specified herein, or any part thereof, nor any repairs, adjustments, replacements, or corrections made by OWNER due to

CONTRACTOR’s failure to comply with any of its obligations under the

Specifications shall impair in any way the guarantee obligations assumed by

CONTRACTOR under the Contract Documents.

F. If these contract documents include warranty periods for products, installation and other Work that exceed the guarantee period, these items’ warranty periods shall not be superseded by the warranty period.

01010-7

1.13 PATENTS

CONTRACTOR shall pay all applicable royalties and license fees. It shall defend all suits or claims for infringement of any patent rights and save OWNER harmless from loss on account thereof, except that OWNER shall be responsible for any such loss when a particular process, design, or the product of a particular manufacturer or manufacturers is specified. However, if

CONTRACTOR has reason to believe that the design, process, or product specified is an infringement of a patent, it shall be responsible for such loss unless it promptly gives such information to ENGINEER.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.01 GENERAL

CONTRACTOR shall execute all Work in accordance with the requirements of the Drawings and Specifications.

3.02 FAMILIARIZATION

A. Prior to implementing any Work described in these Specifications, CONTRACTOR shall become thoroughly familiar with the site, the existing site conditions, and all portions of the Work falling within the appropriate section of the Specifications. Also, the CONTRACTOR shall assess weather conditions, based on the historical weather data that can potentially delay any of the work.

B. Inspection

1. Prior to implementing any of the Work, CONTRACTOR shall carefully inspect the previously installed Work to verify that the previous Work is complete to the point where the installation of succeeding Work may properly commence without adverse impact.

2. If CONTRACTOR has any concerns regarding the previously installed Work, it should immediately notify OWNER verbally and in writing (within 48 hours of

01010-8 the site visit). Failure to notify OWNER or continuance with Work will be construed as CONTRACTOR’s acceptance of the previous Work.

3.03 USE OF EXPLOSIVES

No explosives shall be used on OWNER’s property.

3.04 WATER SUPPLY

The CONTRACTOR shall provide potable drinking water for personnel. If public water supply is used CONTRACTOR shall be responsible for setting up the service and paying all fees with the local utility. Non-potable water such as dust control, earthwork etc. shall be obtained from offsite sources at no cost to OWNER.

3.05 HOURS OF OPERATION

In addition to any applicable local ordinances or state laws affecting hours of operation, the following requirements shall be adhered to:

A. Approved hours for construction activities are 8 am to 4:30 pm Monday through

Friday, including all fueling, warm-up, clean-up, and all other construction-related activities. Work that requires CQA Observation shall be performed within those hours unless approved by OWNER, and ENGINEER.

B. No geotextile installation, or earthwork construction, will be allowed between one hour before sunset and one hour after sunrise, unless approved by ENGINEER.

C. No surveying will be allowed between one hour before sunset and one hour after sunrise, unless approved by ENGINEER and CQA Consultant.

3.06 RELOCATION AND PROTECTION OF EXISTING UTILITIES

A. CONTRACTOR shall protect and/or support all existing utilities that are endangered by its operations and the cost for these activities will be taken to be included in the total contract price except as specified herein.

B. CONTRACTOR shall submit to OWNER for acceptance, complete details for each and every operation involving interruption of service of any existing utility, item of equipment, piping, building, structure, or similar existing items, a minimum of 14 days before said operation commences. Details shall include the proposed methods

01010-9 of construction, construction schedule, estimated times that items will be out of service, details of temporary bypass piping, bypass pumping equipment and controls, and other similar items deemed pertinent in the opinion of OWNER.

CONTRACTOR will not be permitted to commence said operations until acceptance is obtained from OWNER.

3.07 PROTECTION OF WORK

A. CONTRACTOR shall use all means necessary to protect all prior Work, including all materials and completed Work of other Sections.

B. In the event of damage to Work performed by CONTRACTOR prior to OWNER’s acceptance of the Work, CONTRACTOR shall immediately make all repairs and replacements necessary, to the approval of the CQA Consultant and at no additional cost to OWNER.

3.08 USE OF ELECTRONIC DATA

A. The delivery of AutoCAD drawings in electronic format is for the benefit of the

CONTRACTOR. Nothing in this transfer should be construed to provide any right of the CONTRACTOR to rely on the information provided or that the use of this electronic information implies the review and approval by the ENGINEER or

OWNER of any drawing based on the information.

B. The electronic files are provided solely as a convenience and shall NOT be considered “Contract Documents”, “Construction Documents” or any type of certified document. All documents considered “Contract Documents”, “Construction

Documents” or any type of a certified document shall be hardcopy and shall be accompanied by a professional’s stamp and signature. The hardcopy shall be referred to and shall govern in the event of any inconsistency between the hardcopy and the electronic files. The information contained in the electronic files may not be used in lieu of obtaining information by other means required by other agreements, including those with ENGINEER or OWNER, such as by survey or other procedures or sources, and any conclusions or information obtained or derived from such electronic files will be at user’s sole risk. By providing information in this format, the OWNER or ENGINEER makes no representations, whether express or implied, whether user’s means, methods, techniques, sequences, or procedures are adequate, appropriate, or approved, and whether the use of the information contained in the electronic files is appropriate.

C. CONTRACTOR is advised to check all electronic media for computer viruses before loading the files. Contractor is fully responsible for intercepting and disabling

01010-10 viruses, if any, that may be inadvertently transmitted with the electronic files and hereby agrees to indemnify and hold CONTRACTOR or ENGINEER harmless from and against all claims of any type or nature asserted by CONTRACTOR or any third party as a result of viruses inadvertently transmitted with the electronic media.

D. Files distributed electronically are subject to data erosion, erasure and/or alteration, and computer systems and software become obsolete in time. By accepting these electronic files, CONTRACTOR acknowledges these risks and agrees to waive all claims against ENGINEER or OWNER should data erosion, erasure and/or alteration of these electronic files occur.

E. If CONTRACTOR, employees, or agents choose to use or alter in any way, in whole or in part, the electronic files provided for the Project or any future project(s), or the electronic files are inadvertently altered in any way, CONTRACTOR agrees to indemnify OWNER or ENGINEER and hold OWNER or ENGINEER harmless from all claims, injuries, losses, damages, costs and expenses (including without limitation, attorneys’ fees) arising out of such alteration or use.

END OF SECTION

City of Port Orange Section 01050 Field Engineering (Surveys)

01050-1

SECTION 01050

FIELD ENGINEERING (SURVEYS)

1.01 SCOPE OF WORK

A. OWNER shall provide surveys to establish control points that, in OWNER'S judgment, are necessary to enable CONTRACTOR to proceed with the Work. The

CONTRACTOR shall establish the location of all the Work from control points that are shown on the Drawings, or as modified by the ENGINEER.

B. The CONTRACTOR shall provide record drawings, sealed and signed by a Florida

Registered Land Surveyor, who shall verify that all portions of the work are located vertically and horizontally as shown on the design drawings. The surveying and associated work shall be performed in accordance with this Specification.

C. The CONTRACTOR shall have the responsibility to carefully preserve the benchmarks, reference points and stakes and, in the case of destruction thereof, CONTRACTOR shall replace at his own cost all such damaged markers.

D. Existing or new control points, property markers and monuments that are destroyed/demolished during the normal course of construction shall be reestablished by the CONTRACTOR at his expense, and all reference ties shall be recorded and submitted to the OWNER. All computations necessary to establish the exact position of the work shall be made and preserved by the CONTRACTOR.

E. The OWNER may check all or any portion of the work, and the CONTRACTOR shall afford all necessary assistance to the OWNER in carrying out such checks. Any necessary corrections to the work shall be immediately made by the CONTRACTOR.

Such checking by the OWNER shall not relieve the CONTRACTOR of any responsibilities for the accuracy or completeness of his work.

F. All surveying and associated work shall be performed in accordance with this

Specification.

1.02 RELATED WORK

A. The General and Supplementary Conditions of these specifications are a part of this section as if incorporated herein.

B. Other related specification sections contained herein are as listed below.

1. Section 01200 – Description of Schedule of Values

2. Section 02300 – Earthwork

3. Section 02778 – High Strength Woven Geotextile

01050-2

1.03 SUBMITTALS

A. See Part 1, Paragraph 1.01 B Surveyor name, address, telephone number, and Florida

State Registration Number.

B. See Part 3, Paragraph 3.01 C: preconstruction survey.

C. See Part 3, Paragraph 3.01 for a complete listing.

PART 2 PRODUCTS

(Not Applicable)

PART 3 EXECUTION

3.01 LAYOUT AND LEVELS

A. The CONTRACTOR shall layout the features and structures as shown on the Drawings, and shall be responsible for any damage caused the OWNER due to incorrect laying out of the work.

B. The Surveyor shall locate and clearly mark in the field all property boundaries within 100 feet of the work area. The Surveyor shall submit to OWNER a description of the evidence and procedures used to locate the property boundary or boundaries. The Surveyor shall immediately notify OWNER of any discrepancy between the boundary location shown on the Drawings and the location indicated by the evidence and procedures used by the

Surveyor.

C. The CONTRACTOR shall, prior to start of construction, perform a preconstruction survey in order to verify all grades, lines, levels and dimensions as shown on the drawings, and shall report any errors or inconsistencies in them to the OWNER in writing within seven (7) days before commencing of the Work. Failure to notify

OWNER prior to commencing of Work will be construed as CONTRACTOR’s acceptance of the survey data presented in the Construction Drawings.

D. The CONTRACTOR shall employ a Florida Registered Land Surveyor to layout the

Work, establish bench marks and control points.

E. The Surveyor shall maintain lines and levels, layout, and locate the work utilizing recognized engineering survey practices. A complete and accurate log of control and survey work must be maintained. The Surveyor shall establish a 25 foot by 25 foot survey grid or grade breaks whichever is closer for construction and record documentation. All survey control points shown on the Drawings shall be included in the Surveyor’s documentation. Within seven (7) days after completion of each of the following construction item, the CONTRACTOR shall prepare and deliver to the OWNER three

01050-3

(3) copies to review that all dimensions, elevation grades, slopes and contours [one foot

(1') contour interval or closer] were constructed in accordance with the Contract

Documents:

a. A preconstruction survey of the area within the proposed development including storm water control structures, parking areas, ball fields, fences and at least 100 feet in all directions beyond the limits of disturbance prior to commencing site construction.

b. All items that CONTRACTOR requires to complete its work and establish pay quantities.

c. All reasonable items requested by OWNER to verify that

CONTRACTOR’s work meets the requirements of the Drawings and

Specifications apart from the items described below.

1. The location of the anchor trenches and dimensions;

2. Top of prepared subgrade and subbase.

3. The surface and limits of geotextile reinforcement layer;

4. Top of protective cover;

5. Finished surface;

6. Location of irrigation lines, valves and sprinkler heads; and

7. As-built elevations of stormwater control structures upon restoration.

8. All concrete structures, limits of pavement, parking lot details, gabion structure, fencing, backstop, limits of infield, sidewalk, sign board locations, dumpster pad and all other features associated with the construction to be surveyed and included as part of the as-built.

9. Limits of turf liner and anchor trenches and/or batten and strip limits if alternate closure option is used.

d. Topographic surveys shall extend a minimum of 100 ft in all directions beyond the limits of construction.

F. The survey instruments used shall be capable of reading to a precision of 0.01 ft and with a setting accuracy of 20 seconds.

01050-4

G. Topographic surveys shall be referenced to the site grid system and shall show a minimum of three grid points.

H. The OWNER will review the record documentation within 48 hours of receipt from the

Surveyor. The OWNER will notify CONTRACTOR within this 48 hour period as to whether the record documentation for the subject component demonstrates construction to the specified grades, elevations, etc. CONTRACTOR shall not proceed with construction of subsequent components until it has received notification from the

OWNER. Any work on subsequent components performed prior to this notification may be subject to removal and replacement, at no additional cost to OWNER.

I. A minimum of three sets, or otherwise requested by OWNER, of final certified copies of the record documentation shall be prepared within 14 days after final review and approval by the OWNER. CONTRACTOR shall also submit electronic files of all record documents to the Owner along with the hard copies.

3.02 TOLERANCES

A. Construction tolerances shall be as given in the various sections of the Specifications and

Drawings, and as given below.

B. Top of subgrade, intermediate and final grades construction survey tolerance shall be

0.10 feet.

C. No surveying will be allowed between one hour before sunset and one hour after sunrise, unless approved by OWNER.

D. CONTRACTOR shall be aware of the surveying activities and shall account for them in the construction schedule.

E. The Surveyor shall cooperate fully with OWNER at all times.

F. Proposed modifications to stormwater management system shall meet the invert elevations defined on the Contract Drawings.

City of Port Orange Section 01200 Description of Schedule of Values

01200-1

SECTION 01200

DESCRIPTION OF SCHEDULE OF VALUES

1.01 DESCRIPTION

A completed, quality project, as intended by the general nature of the Drawings and Specifications, shall be produced whether or not any particular wording or direction is inadvertently omitted. Pay items listed on the Bid Form whether lump sum or unit price are for comparison of bids and may be used as a method of determining the value of work performed for partial payment requests.

1.02 LUMP SUM QUANTITIES

A. CONTRACTOR shall be solely responsible for determining the quantities of each lump sum pay item necessary to complete the work as required by the Contract Documents. When lump sum items are broken into components, the sum of the components shall be the total

Contract Price for the work. The lump sum schedule of values stated on the Bid Form shall constitute full compensation for each pay item completed in accordance with the Drawings and specifications. No other payments will be made to the CONTRACTOR except as specifically authorized by change order.

B. The estimated quantities for specific unit price pay items are approximate only and are included solely for the purpose of comparison of bids. OWNER does not expressly, or by implication, agree that the nature of the materials encountered below the ground surface or the actual quantities of material encountered will correspond with the estimated quantities.

1.03 LUMP SUM SCHEDULE

The descriptions provided in the following paragraphs are to be used by the Bidder in preparation of his bid proposal. They generally indicate how the major workscope items and their respective costs are to be separated into the line items listed in the Bid Form. These descriptions are neither fully representative nor all inclusive of the work required for completing the project in accordance with the Contract Documents. It is the Bidder's responsibility to include costs within the most appropriate line item(s) of the Lump Sum Schedule except for the specific unit price pay items specifically described. The following descriptions are ordered in the same numeric sequence of the Schedule of

Values.

Item 1 – Mobilization, Demobilization and General Conditions

1. This lump sum item shall include and cover the costs for performance of construction preparatory and overhead operations, including, but not limited to, movement of personnel and equipment to and from the site, temporary facilities, sanitary facilities, project administration and management, dust control, insurance, bonds, OWNER and ENGINEER indemnification, site health and safety, environmental protection, permits related to

01200-2 construction and all other similar activities and facilities necessary for execution of this project. This item shall not exceed 7% of the total base bid. Contractor will be paid up to

75% of this item upon completion of mobilization and general conditions with the remainder paid upon demobilization.

Item 2 – Erosion and Sediment Control

1. This lump sum item shall consist of furnishing all equipment, materials, labor, and appurtenances required for sedimentation and erosion control at the site as required by the

Contract Documents, applicable laws and regulations, and standards of practice. This work includes but is not limited to furnishing, installing, and maintaining temporary construction fence, silt fence, temporary or intermediate seeding and mulching, tree barricades, inlet protection, sediment traps, temporary check dams, temporary construction entrances, maintenance of the stormwater swales during construction, gabion retaining wall, restoration of weir outlet structure and regrading and sodding of the pond at the end of construction activities. Payment for this bid item will be on a lump sum basis based on the value of materials furnished or services and work completed using estimates provided by

CONTRACTOR and approved by OWNER’s representative.

Item 3 – Surveying

1. This lump sum item shall include furnishing of all labor, materials, tools, supervision, transportation, and equipment necessary to perform project surveying work as specified in the CQA Plan, Section 01050 of these Specifications and Contract Drawings including establishing survey control points, providing survey control during construction, preconstruction survey, partial and final as-built Drawings, determination of payment quantities for the unit price bid items and obtaining all survey information required to compile Record (As-Built) Drawings as required by the Contract Documents. Unless

ENGINEER has directed in writing that surveying shall vary from that indicated on the

Construction Drawings and these Specifications, the payment quantity shall not exceed the price in the Bid Schedule. The lump sum price proposed shall be full compensation for performing the surveying work required. Payment for this item shall be made on a lump sum basis, wherein no measurement will be made. Payments for this lump sum item will be made based on the CONTRACTOR submitted schedule and approved by ENGINEER for sub-survey items. Full payment for each milestone will be made upon full completion of the item. Surveys shall only be submitted by CONTRACTOR after previous surveys have been approved by OWNER’s representative.

Item 4 – Site Clearing, Grubbing and Demolition

1. The lump sum price shall include furnishing all necessary materials, equipment, transportation, labor, and appurtenances necessary for site clearing, grubbing vegetation and demolition as indicated in the demolition schedule and offsite disposal at CONTRACTOR expense as shown on the plans. The cost associated with offsite disposal of waste is included in a separate line item.

01200-3

Item 5 – Preparation of Top of Subgrade

1. Measurement for payment will be made on a cubic yard basis of subgrade installed, calculated based on surveys of the material accepted and performed in accordance with

Section 01050 of these Specifications, or such other means of measurement that may be agreed between OWNER and CONTRACTOR.

2. The unit price item shall include furnishing all necessary materials, equipment, transportation, labor, and appurtenances necessary to prepare subgrade to the lines and grades shown on the plans. The work includes, but is not limited to stockpiling topsoil and sub-soil, removal and offsite disposal of waste, backfilling encountered voids within the subsurface using excavated soil and fine grading and proof rolling to install subbase. The unit price proposed shall be full compensation for performing all relevant requirements to achieve construction of subgrade to the lines and grades as shown in the Drawings. The cost associated with offsite disposal of waste is included in a separate line item.

3. Unless ENGINEER has directed in writing that amount of installed subgrade shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the Schedule of Unit Pricing.

Item 6 – Subbase

1. Measurement for payment will be made on a cubic yard basis of subbase installed, calculated based on surveys of the material accepted and performed in accordance with Section 01050 of these Specifications, or such other means of measurement that may be agreed between

OWNER and CONTRACTOR.

2. This unit price item shall include furnishing all necessary equipment, transportation, labor, and appurtenances necessary to install the subbase using offsite soil. The work includes soil hauling, backfilling, compaction, testing and finish grading to achieve design grades and thicknesses as shown in the Drawings. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of subbase to the lines and grades as shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed subbase shall vary from

Item 7 – Geotextile Reinforcement Layer

1. Measurement for payment will be made on a square foot basis of geotextile reinforced layer installed, calculated based on surveys of the material accepted and performed in accordance with Section 01050 of these Specifications, or such other means of measurement that may be

2. This unit price item shall include all equipment, material, labor and appurtenance necessary to install the geotextile reinforcement layer as shown on the Drawings and in accordance with the technical specifications. This work will include but not be limited to all material

01200-4 hauling, UV protection, placement, connections, cleaning, securing, seaming, boots and testing involving geotextile reinforcement layer. No payment will be made for reinforcement geotextile placed outside of the anchor trench, , necessary overlaps, anchor trenches, batten and strip connections, wastage, slopes or where testing has indicated that the installed material does not meet the specified requirements. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of geotextile reinforcement layer to the limits shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed reinforced geotextile shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the Schedule of Unit Pricing.

Item 8 – Protective Cover Layer

1. Measurement for payment will be made on a cubic yard basis of protective cover layer installed, calculated based on surveys of the material accepted and performed in accordance

2. This unit price item is to include, but not be limited to, equipment, transportation, and labor necessary to prepare and install protective cover layer from off-site material. The work will include but not be limited to loading, hauling, placement and compaction of the protective cover layer where shown on the Drawings and in accordance with the Specifications and installation. No payment will be made for volume reduction due to compaction, erosion, protective cover layer placed outside of the geotextile footprint shown on the Drawings or where testing has indicated that the installed material does not meet the specified requirements or required depth. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of protective cover to the lines and grades as shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed protective cover shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the Schedule of Unit Pricing.

Item 9 – Onsite Topsoil Layer

1. Measurement for payment will be made on a cubic yard basis of onsite topsoil layer installed, calculated based on surveys of the material accepted and performed in accordance

2. This unit price item is to include, but not be limited to, equipment, transportation, and labor necessary to prepare and install topsoil layer from onsite material. The work will include but not be limited to loading, hauling, and installing the topsoil layer where shown on the

Drawings and in accordance with the Specifications and installation. No payment will be made for volume loss due to compaction, erosion, topsoil layer placed outside of the footprint shown on the Drawings or where testing has indicated that the installed material does not meet the specified requirements or required depth. The unit price proposed shall be

01200-5 full compensation for performing all relevant requirements to achieve successful installation of topsoil to the lines and grades as shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed onsite topsoil layer shall

Item 10 – Miscellaneous Concrete Work

1. Measurement for payment will be made on a square foot of concrete installed, calculated based on surveys of the material accepted and performed in accordance with Section 01050

OWNER and CONTRACTOR.

2. This unit price item shall consist of furnishing all equipment, materials, labor, appurtenances and installations for concrete and/or reinforced concrete items as required by the Contract

Documents. This work includes but is not limited to installation of sidewalks (4-inch thick) and dumpster pad (6-inch thick). The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of concrete structures to the lines, grades and details as shown in the Drawings. No additional payment for bedding layer, formwork and/or reinforcement.

3. Unless ENGINEER has directed in writing that amount of installed concrete shall vary from

Item 11 – 6-foot Chain Link Fence including Gates

1. Measurement for payment will be made on a linear foot of chain link fence installed, calculated based on surveys of the material accepted and performed in accordance with and installations required to install chain link fence and gates to the dimensions and locations shown in the Contract Documents. This work includes but is not limited to installation of access gates at locations shown in the drawings and grounding. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of chain link fence to the lines, grades and details as shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed chain link fence and gates shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the Schedule of Unit Pricing.

Item 12 – 8-foot Chain Link Fence including Gates

1. Measurement for payment will be made on a linear foot of chain link fence installed, calculated based on surveys of the material accepted and performed in accordance with agreed between OWNER and CONTRACTOR

01200-6 and installations required to install chain link fence and gates to the dimensions and locations shown in the Contract Documents. This work includes but is not limited to installation of access gates at locations shown in the drawings and grounding. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of chain link fence to the lines, grades and details as shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed chain link fence and gates shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the Schedule of Unit Pricing.

Item 13 – Backstop

1. This lump sum item shall consist of furnishing all equipment, materials, labor, appurtenances and installations required to install backstop to the dimensions shown in the Contract

Documents. The lump sum price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of backstop to the lines, grades and details as shown in the Drawings.

Item 14 – Asphalt Pavement

1. Measurement for payment will be made on a square yard of asphalt pavement installed, calculated based on surveys of the material accepted and performed in accordance with

2. The unit price item shall include equipment, labor, materials, transportation, and all else required to construct asphalt pavement to the lines, grades and geometry shown on the

Drawings. No additional payment will be made for fine grading and compaction of subgrade, geotextile, stone base, binder course, wearing course, signs, wheelstop and marking parking spaces as shown. The unit price proposed shall be full compensation for performing all relevant requirements to achieve successful installation of asphalt pavement to the lines, grades and details shown in the Drawings.

3. Unless ENGINEER has directed in writing that amount of installed asphalt pavement shall

Item 15 – Infield Development of Baseball Field

1. The lump sum item shall include equipment, labor, materials, transportation, and all else required to construct the infield of the baseball field to the lines, grades and geometry shown on the Drawings using offsite materials using experienced professional baseball development

Contractor.

Item 16 – Off-Site Disposal of Waste

1. Measurement for payment will be made on tons of offsite waste disposed, determined based on disposal site scalehouse waste receipts, or such other means of measurement that may be

01200-7 agreed between OWNER and CONTRACTOR

2. Payment will be made at the unit price per ton of waste disposed listed in the schedule for this Item. The unit price shall include all materials, equipment, labor, transportation, disposal fees and all else required to dispose waste at an offsite landfill. No additional payment will be made for type of waste and/or handling difficulties.

3. Unless ENGINEER has directed in writing that tonnage of waste disposed shall vary from

Item 17 – Sod (Celebration® Hybrid Bermuda)

1. Measurement for payment will be made on a square yard of sod (Celebration® Hybrid

Bermuda) installed, calculated based on surveys of the material accepted and performed in accordance with Section 01050 of these Specifications, or such other means of measurement that may be agreed between OWNER and CONTRACTOR

2. Payment will be made at the unit price per square yard of Celebration® Hybrid Bermuda sod installed, accepted, and established in place. No separate measurement will be made for incidental work necessary to complete the installation, including but not limited to site preparation, fine grading, fertilizer, soil amendments, staking, watering, rolling, trimming, replacement of damaged or dead sod, maintenance during the establishment period, and all labor, equipment, tools, and materials required for a complete installation.

3. Unless ENGINEER has directed in writing that amount of installed sod shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the

Schedule of Unit Pricing.

Item 18 – Sod (Bahia Grass)

1. Measurement for payment will be made on a square yard of sod (Bahia) installed, calculated based on surveys of the material accepted and performed in accordance with Section 01050

OWNER and CONTRACTOR

2. Payment will be made at the unit price per square yard of Bahia sod installed, accepted, and established in place. No separate measurement will be made for incidental work necessary to complete the installation, including but not limited to site preparation, fine grading, fertilizer, soil amendments, staking, watering, rolling, trimming, replacement of damaged or dead sod, maintenance during the establishment period, and all labor, equipment, tools, and materials required for a complete installation.

3. Unless ENGINEER has directed in writing that amount of installed sod shall vary from the quantities shown on the Schedule, the payment quantity will not exceed the estimate in the

Schedule of Unit Pricing.

01200-8

Item 19 – Irrigation System Complete appurtenances required for one complete and fully operational irrigation system installed, tested, adjusted, and accepted by the Engineer in accordance with the plans and specifications. No separate measurement will be made for individual system components, including but not limited to trenching, piping, fittings, valves, valve boxes, sprinkler heads, rotors, drip components, sleeves, controllers, wiring, sensors, backflow prevention assemblies, connections, testing, flushing, adjustments, restoration, and all other appurtenances/incidental items necessary for a complete and functional irrigation system.

Item 20 – Electrical System Demolition

1. This lump sum item shall consist of furnishing all equipment, materials, labor, and appurtenances for the existing electrical system demolition. Work shall consist of the complete removal, disconnection, disposal, and proper abandonment of the existing electrical facilities identified in the plans and specifications or as directed by the Engineer. No separate payment will be made for individual components, including but not limited to conductors, conduits, pull boxes, junction boxes, panels, service equipment, lighting fixtures, poles, foundations, controls, grounding systems, or any associated appurtenances.

Item 21 – Electronic Scoreboard

1. This lump sum item shall consist of furnishing all equipment, materials, labor, and appurtenances to supply and install electronic scoreboard as shown in the plans and specifications. Work shall consist of one complete, fully installed, operational, tested, and accepted electronic scoreboard system, including all associated equipment and appurtenances required for proper operation. No separate payment will be made for individual components, including but not limited to the scoreboard display, mounting structure, foundations, electrical service connections, conduit, wiring, controls, wireless communication equipment, software, programming, testing, startup, or accessories necessary for a complete installation.

Item 22 – Electrical Upgrades

1. This lump sum item shall consist of furnishing all equipment, materials, labor, and appurtenances to supply and install electrical upgrades as shown in the plans and specifications. Work shall consist of the complete installation, relocation, modification, testing, and commissioning of the electrical improvements shown on the plans and specified herein but not limited to supply and install all conduit, conductors, electrical switchgear, supports, connections, equipment relocation, and associated appurtenances necessary to provide a complete and operational electrical system. No separate paymentt will be made for trenching, individual components, including but not limited to conduit, wiring, pull boxes, fittings, connectors, grounding systems, supports, switchgear, mounting racks, equipment

01200-9 pads, terminations, testing, startup, or other incidental items required for a complete installation.

Item 23 – Musco Lighting Services appurtenances to supply and install Musco lighting services including coordination, testing, and commissioning necessary to complete the Musco sports lighting system as shown on the plans and specified herein. The work shall include all services provided by Musco Lighting or its authorized representatives required to install, integrate, start up, aim, test, and place the lighting system into full operation. No separate payment will be made for individual tasks, equipment, software, programming, aiming, testing, commissioning, field services, training, or other incidental items necessary for a complete and operational lighting system.

Alternate Bid Items

Item 24 – Supply and Install Artificial Turf Complete (25+26 -25a- 26a) required to install artificial turf at locations as shown in the drawings. Work includes supply and install Synsport© artificial grass, infill material, shock pad, crushed lime rock, AASHTO

#57 stone, drainpipe, concrete curbs, geotextile separation layer, composite wood nail board and all else as shown in the Drawing 00C-06 associated with synthetic turf in the soccer field and baseball field. The lump sum price proposed shall be the full compensation for performing all relevant requirements to achieve successful installation and operation for its intended purpose using artificial turf system as indicated in the construction Drawings.

24a Deduct for Topsoil, Sod and Irrigation not Installed

The lump sum item shall include all savings with reduction in work associated with reduction in topsoil thickness (Bid Item #9), sod area (Bid Item #17) and/or irrigation system

(Bid Item #19).

Item 25 – Supply and Install Artificial Turf -Soccer Field required to install artificial turf in the soccer field as shown in the drawings. Work includes supply and install Synsport© artificial grass, shock pad, crushed lime rock, AASHTO #57 stone, drainpipe, concrete curbs, geotextile separation layer, composite wood nail board and all else as shown in the Drawing 00C-07 associated with synthetic turf in the soccer field.

The lump sum price proposed shall be the full compensation for performing all relevant requirements to achieve successful installation and operation for its intended purpose using artificial turf system as indicated in the construction Drawings for the soccer field.

25a Deduct for Topsoil, Sod and Irrigation not Installed

01200-10

Item 26 –…