Board of County Commissioners

Agenda Request

Date of Meeting: January 4, 2022

Date Submitted: December 21, 2021

To: Honorable Chairman and Members of the Board

From: Edward J. Dixon, County Administrator

Allan Meeks, Facilities Manager

Subject: Approval of the East Gadsden Park at St. Hebron Bid Award No.

21-22

Statement of Issue:

This agenda item is presented to the Board to award East Gadsden Park at St. Hebron Bid

No. 21-22 to Kimmel Development Services, Inc. for the construction of a basketball court.

Background:

On November 11, 2020, the Gadsden County Board of County Commissioners entered into

Agreement No. A1124 with the State of Florida Department of Environmental Protection

(FDEP) for a Florida Recreational Development Assistance Program (FRDAP) Grant. The

FRDAP Grant is for fifty-thousand dollars with no matching funds for a basketball court,

picnic area, trash cans, and benches. Gadsden County received a Notice of Commencement

July 28, 2021 to proceed with design and construction. A bid notice was advertised October

21, 2021, in the local papers, Tallahassee Democrat, the Gadsden County website, and on

the Office of Supplier Diversity’s website for the construction of a basketball court. The

low bid was received at sixty-one thousand three hundred ninety-six-dollars and forty cents

($61,396.40), which is more than the grant. The additional cost of $11,396.40 will be

funded from the Parks and Recreation budget to complete.

Analysis:

Approving this item would allow the construction of a new basketball court for East

Gadsden Park at St. Hebron.

Fiscal Impact:

The fiscal impact will be sixty-one thousand, three hundred ninety-six-dollars and forty

cents ($61,396.40) of which fifty thousand ($50,000) will be reimbursed by the FRDAP

Grant. The remaining eleven thousand, three hundred ninety-six-dollars and forty cents

($11,396.40) would be funded from the Parks and Recreation Budget.

12

Options:

1. Approve and award the bid to Kimmel Development Services, Inc. and authorize the

Chairman to sign all related documents.

2. Do not approve.

3. Board direction.

County Administrator’s Recommendation:

Option 1.

Attachments:

Bid Report

Bid Tabulation Form

Office of Supplier Diversity Email for Advertisement

Public Information Officer Email for Advertisement

Tallahassee Democrat Email for Advertisement

Local Paper Advertisement Email

Advertisement

Sign in Sheet

St. Hebron Park FRDAP 20-22 Bid Set

Niby Sports Construction Bid Proposal

Kimmel Development Services, Inc. Bid Proposal

C-510 Notice of Award

C-520 Agreement Stipulated Price

C-550 Notice to Proceed

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EJCDC® C-510, Notice of Award. Prepared and published 2013 by the Engineers Joint Contract Documents Committee.

Page 1 of 1

NOTICE OF AWARD Date of Issuance:

Owner: Gadsden County BOCC 1 East Jefferson Street, Ste B Quincy, FL 32351

Owner's Contract No.:

Engineer: Dewberry Engineers Inc. 20684 Central Avenue East Blountstown, FL 32424

Engineer's Project No.: 50105272

Project: St. Hebron Park – FY 20-21 FRDAP Contract Name:

Bidder: Kimmel Development Services, Inc. Bidder’s Address:

1445 Scotland Road Havana, FL 32333

TO BIDDER:

You are notified that Owner has accepted your Bid dated November 5, 2021 for the above Contract, and that you are the Successful Bidder and are awarded a Contract for St. Hebron Park – FY 20-21 FRDAP.

This project will include the installation of a basketball court and associated improvements at St. Hebron Park in Gadsden County, FL.

The Contract Price of the awarded Contract is: $61,396.40

Two (2) unexecuted counterparts of the Agreement accompany this Notice of Award, and one copy of the Contract Documents accompanies this Notice of Award, or has been transmitted or made available to Bidder electronically. Revise if multiple copies accompany the Notice of Award

A set of the Drawings will be delivered separately from the other Contract Documents.

You must comply with the following conditions precedent within 15 days of the date of receipt of this Notice of Award:

1. Deliver to Owner two (2) counterparts of the Agreement, fully executed by Bidder.

2. Deliver with the executed Agreement(s) the Contract security e.g., performance and payment bonds and insurance documentation as specified in the Instructions to Bidders and General Conditions, Articles 2 and 6.

3. Other conditions precedent (if any): Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited.

Within ten days after you comply with the above conditions, Owner will return to you one fully executed counterpart of the Agreement, together with any additional copies of the Contract Documents as indicated in Paragraph 2.02 of the General Conditions.

Owner: Gadsden County BOCC Authorized Signature By: Title:

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 1 of 7

AGREEMENT BETWEEN OWNER AND CONTRACTOR

FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

THIS AGREEMENT is by and between Gadsden County BOCC (“Owner”) and

Kimmel Development Services, Inc. (“Contractor”).

Owner and Contractor hereby agree as follows:

ARTICLE 1 – WORK

1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:

This project will include the installation of a basketball court and associated improvements at St. Hebron Park in Gadsden County, FL.

ARTICLE 2 – THE PROJECT

2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: St. Hebron Park – FY 20-21 FRDAP

ARTICLE 3 – ENGINEER

3.01 The Project has been designed by Dewberry Engineers Inc.

3.02 The Owner has retained Dewberry Engineers Inc. (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

ARTICLE 4 – CONTRACT TIMES

4.01 Time of the Essence

A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

4.02 Contract Times: Days

A. The Work will be substantially completed within 75 days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 90 days after the date when the Contract Times commence to run.

4.03 Liquidated Damages

A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 2 of 7

actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty):

1. Substantial Completion: Contractor shall pay Owner $ 200.00_ for each day that expires after the time (as duly adjusted pursuant to the Contract) specified in Paragraph 4.02.A above for Substantial Completion until the Work is substantially complete.

2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $ 200.00 for each day that expires after such time until the Work is completed and ready for final payment.

3. Liquidated damages for failing to timely attain Substantial Completion and final completion are not additive and will not be imposed concurrently.

4. Milestones: Contractor shall pay Owner $_200.00_ for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for achievement of Milestone 1, until Milestone 1 is achieved.

4.04 Special Damages

A. In addition to the amount provided for liquidated damages, Contractor shall reimburse Owner (1) for any fines or penalties imposed on Owner as a direct result of the Contractor’s failure to attain Substantial Completion according to the Contract Times, and (2) for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4.02 for Substantial Completion (as duly adjusted pursuant to the Contract), until the Work is substantially complete.

B. After Contractor achieves Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times, Contractor shall reimburse Owner for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4.02 for Work to be completed and ready for final payment (as duly adjusted pursuant to the Contract), until the Work is completed and ready for final payment.

ARTICLE 5 – CONTRACT PRICE

5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract:

A. For all Work other than Unit Price Work, a lump sum of:

Sixty-one thousand, three hundred ninety-six and 40/100 ($61,396.40)

All specific cash allowances are included in the above price in accordance with Paragraph 13.02 of the General Conditions.

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 3 of 7

ARTICLE 6 – PAYMENT PROCEDURES

6.01 Submittal and Processing of Payments

A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.

6.02 Progress Payments; Retainage

A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment on or about the __15th __ day of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract.

1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract

a. __95___ percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and

b. __95___ percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage).

B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to __95___ percent of the Work completed, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions.

6.03 Final Payment

A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06.

ARTICLE 7 – INTEREST

7.01 All amounts not paid when due shall bear interest at the maximum legal rate.

ARTICLE 8 – CONTRACTOR’S REPRESENTATIONS

8.01 In order to induce Owner to enter into this Contract, Contractor makes the following representations:

A. Contractor has examined and carefully studied the Contract Documents, and any data and reference items identified in the Contract Documents.

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 4 of 7

B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.

E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (3) Contractor’s safety precautions and programs.

F. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract.

G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents.

H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.

I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

J. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents.

ARTICLE 9 – CONTRACT DOCUMENTS

9.01 Contents

A. The Contract Documents consist of the following:

1. This Agreement

2. Performance bond

3. Payment bond

4. General Conditions

5. Supplementary Conditions

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 5 of 7

6. Specifications as listed in the table of contents

7. Drawings consisting of 6 sheets with each sheet bearing the following general title: EAST GADSDEN PARK & RECREATIONAL COMPLEX AT ST. HEBRON PARK - FY 20-21 FRDAP

8. Addenda

9. Exhibits to this Agreement (enumerated as follows):

a. Contractor’s Bid

10. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto:

a. Notice to Proceed.

b. Work Change Directives.

c. Change Orders.

B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above).

C. There are no Contract Documents other than those listed above in this Article 9.

D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions.

ARTICLE 10 – MISCELLANEOUS

10.01 Terms

A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions.

10.02 Assignment of Contract

A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

10.03 Successors and Assigns

A. Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents.

10.04 Severability

A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 6 of 7

and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

10.05 Contractor’s Certifications

A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05:

1. “Corrupt Practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution;

2. “Fraudulent Practice” means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “Collusive Practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and

4. “Coercive Practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

10.06 Other Provisions

A. Owner stipulates that if the General Conditions that are made a part of this Contract are based on EJCDC® C-700, Standard General Conditions for the Construction Contract, published by the Engineers Joint Contract Documents Committee®, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or “track changes” (redline/strikeout), or in the Supplementary Conditions.

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EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page 7 of 7

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement.

This Agreement will be effective on _ _ (which is the Effective Date of the Contract).

OWNER: Gadsden County BOCC

CONTRACTOR: Kimmel Development Services, Inc.

By: By:

Title: Title:

(If Contractor is a corporation, partnerships, or a joint venture, attach evidence of authority to sign.)

Attest: Attest:

Title: Title:

Address for giving notices: Address for giving notices:

Gadsden County BOCC Kimmel Development Services, Inc.

1 East Jefferson Street, Ste B 1445 Scotland Road

Quincy, FL 32351 Havana, FL 32333

License No.:

(where applicable)

(If Owner is a corporation, attach evidence of authority to sign. If Owner is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.)

NOTE TO USER: Use in those states or other jurisdictions where applicable or required.

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EJCDC® C-550, Notice to Proceed. Prepared and published 2013 by the Engineers Joint Contract Documents Committee.

Page 1 of 1

NOTICE TO PROCEED

Owner: Gadsden County BOCC 1 East Jefferson Street, Ste B Quincy, FL 32351

Owner's Contract No.:

Contractor: Kimmel Development Services, Inc. 1445 Scotland Road Havana, FL 32333

Contractor’s Project No.:

Engineer: Dewberry Engineers Inc. 20684 Central Ave East Blountstown, FL 32424

Engineer's Project No.: 50105272

Project: St. Hebron Park – FY 20-21 FRDAP Contract Name:

Effective Date of Contract:

TO CONTRACTOR: Owner hereby notifies Contractor that the Contract Times under the above Contract will commence to run on __ __. See Paragraph 4.01 of the General Conditions On that date, Contractor shall start performing its obligations under the Contract Documents. No Work shall be done at the Site prior to such date. In accordance with the Agreement, [the date of Substantial Completion is __ __ and the date of readiness for final payment is .

Before starting any Work at the Site, Contractor must comply with the following: Note any access limitations, security procedures, or other restrictions

Owner: Gadsden County BOCC 1 East Jefferson Street, Ste B Quincy, FL 32351

Authorized Signature By:

Title: Date Issued:

Copy: Dewberry Engineers Inc. 20684 Central Avenue East Blountstown, FL 32424

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© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS

LOCATION MAPPREPARED FOR:

CONSTRUCTION DOCUMENTS FOR:

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DESCRIPTION:SHEET

GADSDEN COUNTY BOARDOF COUNTY COMMISSIONERS

PROJECT NUMBER: 50105272EB# 0008794

PREPARED BY:

OCTOBER 2021

Know what'sbelow.before you dig.Call

ONE CALLsunshine state

COVER SHEETC1

JUSTIN HANSEN FORD, P.E.P.E. #: 74746

DATE:

OWNER/DEVELOPER:

ENGINEER/AGENT: DEWBERRY ENGINEERS, INC.101 N. MONROE STREETSUITE 710TALLAHASSEE, FL 32301

SURVEY - EXISTING CONDITIONS

VICINITY MAP

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GASDEN COUNTY BOARD OF COUNTY COMMISSIONERS9-B EAST JEFFERSON ST.QUINCY, FLORIDA 32353(850) 875-8650

ERRORS AND OMISSIONS, IF ANY, IN THESE CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TOTHE ATTENTION OF THE ENGINEER FOR RESOLUTION. GENERAL CONTRACTOR TO THOROUGHLY INSPECTEXISTING CONDITIONS PRIOR TO SUBMITTING BIDS.

GENERAL CONTRACTOR TO THOROUGHLY INSPECT EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. ANY DISCREPANCIESBETWEEN PLANS AND FIELD CONDITIONS SHALL BE NOTED AT ONCE AND CALLED TO THE ENGINEER'S ATTENTION PRIOR TOSUBMITTING BIDS.

ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS SHALL BE NOTED AT ONCE AND CALLED TO THEENGINEER'S ATTENTION 48 HOURS PRIOR TO SUBMITTING BIDS.

ALL CORRESPONDENCE IN REGARDS TO THESE CONSTRUCTION/BID DOCUMENTS SHALL BE DIRECTED TOJUSTIN HANSEN FORD, P.E. AT DEWBERRY, 101 N. MONROE ST, STE: 710, TALLAHASSEE, FL 32301 (850) 523.0062.

GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGNSTANDARDS CURRENT EDITION, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONCURRENT EDITION, AS AMENDED BY CONTRACT DOCUMENTS. FOR DESIGN STANDARDS CLICK ON "DESIGNSTANDARDS" AT THE FOLLOWING WEB SITE:HTTP://WWW.DOT.STATE.FL.US/RDDESIGN/

FOR THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION CLICK ON THE "STANDARDSPECIFICATIONS" LINK AT THE FOLLOWING WEB SITE:HTTP://WWW.DOT.STATE.FL.US/PROGRAMMANAGEMENT/

EAST GADSDEN PARK &RECREATIONAL COMPLEX AT

ST. HEBRON PARK - FY 20-21 FRDAP

SITE LOCATION: 2139 FANTANA TRAILQUINCY, FL 32351

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GENERAL NOTES

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THIS ITEM HAS BEEN DIGITALLY SIGNED ANDSEALED BY JUSTIN HANSEN FORD, PE. ON THEDATE NOTED ON THE ELECTRONIC SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THE

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GENERAL NOTES

1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THEVARIOUS GOVERNMENTAL AGENCIES AND THE AGENT. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING INSPECTIONSAT CRITICAL MILESTONES AND/OR ACCORDING TO PERMIT REQUIREMENTS.

2. CONTRACTOR WILL BE RESPONSIBLE FOR SETTING UP A PRE CONSTRUCTION MEETING WITH THE OWNER, ENGINEER ANDOTHER PERMITTING AGENCIES PRIOR TO CONSTRUCTION. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR SUBMITTINGTHE NPDES PERMIT TO FDEP PRIOR TO CONSTRUCTION. CONTRACTOR SHALL HAVE A FLORIDA CERTIFIED SEDIMENT ANDEROSION CONTROL INSPECTOR ON SITE. CONTRACTOR SHALL HIRE ONSITE BIOLOGIST.

3. CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES AND NOTIFY ENGINEER PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS BEFORE PERFORMING WORK IN THEAFFECTED AREA.

4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, WHICHMAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT.

5. IT IS THE RESPONSIBILITY OF CONTRACTOR TO ESTABLISH THE FOLLOWING IN THE FIELD: EXISTING UTILITY LOCATIONS,RIGHT OF WAY LINES, BENCHMARKS, CENTERLINES AND STATIONING AS MAY BE REQUIRED TO CONSTRUCT THE PROJECT.

6. BENCHMARKS TO BE RELOCATED BY A LICENSED SURVEYOR PRIOR TO POWER POLE RELOCATION.

7. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITHAPPLICABLE REGULATORY AGENCY REQUIREMENTS.

8. CONTRACTOR MAY STOCKPILE MATERIALS WITHIN THE LIMITS OF THE CURRENT CONSTRUCTION PHASE. IF STOCKPILING ISNECESSARY, CONTRACTOR SHALL LOCATE THE MATERIAL AT HIS DISCRETION, USING APPROPRIATE EROSION ANDSEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPS).

9. CONTRACTOR SHALL NOTIFY THE ENGINEER IF THEY ENCOUNTER ANY UNIDENTIFIED UTILITY OR STRUCTURE DURINGCONSTRUCTION THAT IMPACTS THE PROJECT IMPLEMENTATION.

10. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE PROJECT NECESSARY FOR CONSTRUCTION.DISTURBED AREAS WILL BE PERFORMANCE TURFED IN ACCORDANCE WITH THE PLANS. ALL DISTURBED AREAS SHALL BESODDED.

11. EARTHWORK THAT RESULTS FROM SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF OF SUITABLE MATERIAL. EXCESSMATERIAL IS TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

12. THE BURNING OF MATERIALS AND/OR DEBRIS AS A MEANS OF DISPOSAL IS PROHIBITED UNLESS DONE SO OFF SITE IN ANACCEPTABLE, APPROVED MANNER.

13. FOR ANY EQUIPMENT OR MATERIALS STORED OR STAGED ON PROPERTY NOT OWNED BY OWNER, CONTRACTOR, IFREQUIRED, SHALL OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS PRIOR TO STORING OR STAGING. ACOPY OF THE WRITTEN PERMISSION SHALL BE PROVIDED TO THE AGENT PRIOR TO STORING OR STAGING.

14. NON-SELECT SOILS, WHEN ENCOUNTERED, SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACK-FILLED WITHSELECT MATERIALS IN ACCORDANCE WITH FDOT STANDARD PLANS INDICES 120-001 AND 120-002.

15. ANY DAMAGE TO EXISTING TOPOGRAPHIC FEATURES (INCLUDES BUT NOT LIMITED TO PROPERTY CORNERS, STRUCTURES,SITE FEATURES)NOT SPECIFICALLY RELATED TO THE SCOPE OF WORK, SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONAT CONTRACTOR'S EXPENSE.

16. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MULCH, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITHTHESE PLANS.

17. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVEDMATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING,SHEETING OR SHORING AS NECESSARY.

19. CONTRACTOR SHALL STABILIZE BY SOD ANY DISTURBED AREAS WITHIN ONE (1) WEEK OF ACHIEVING FINISHED GRADE.CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY THE AGENT.

20. EXISTING SIGNAGE TO REMAIN THAT WILL BE AFFECTED BY CONSTRUCTION SHALL BE RELOCATED DURINGCONSTRUCTION.

21. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH AN INDEPENDENT TESTING COMPANY TO VERIFY COMPACTION.UPON COMPLETION OF THE WORK, CONTRACTOR SHALL HAVE ALL TEST RESULTS SIGNED AND SEALED BY APROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA PURSUANT TO CHAPTER 471 FLORIDA STATUTES ANDSUBMITTED TO THE AGENT.

22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE ENGINEER THAT HAVE BEEN PREPARED ANDCERTIFIED BY A REGISTERED PROFESSIONAL SURVEYOR.

23. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS CONTROLLED ON SITE AND THAT NO SEDIMENTATIONLEAVES THE PROJECT AREA.

24. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR INSTALL ADDITIONAL MEASURESTO PREVENT DIRECT FLOW OR TRACKING OF SEDIMENTS ONTO ADJACENT PROPERTY, CONSERVATION AREAS, PUBLICSTREETS OR DRAINAGE SYSTEMS.

25. ANY SEDIMENTS, GRAVEL OR MUD SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ADJACENTPROPERTY, ROADWAYS OR INTO STORM DRAINAGE SYSTEMS SHALL BE RECOVERED IMMEDIATELY AND DISPOSED OFPROPERLY.

26. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PLACED ADJACENT TO ANY WATERWAY OR DRAINAGEFEATURE PRIOR TO CONSTRUCTION AND REMAIN IN PLACE UNTIL CONSTRUCTION OF THE FEATURE IS COMPLETE AND ALLAREAS ARE SUITABLE STABILIZED.

27. CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD CONTRACTOR REQUIRE SUCHFOR PERFORMING THE CONTRACTED WORK, CONTRACTOR SHALL REQUEST IN WRITING, WRITTEN PERMISSION FROM THEENGINEER. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS)FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE. SINCE STATE DOES NOT TREAT PETROLEUM PRODUCTS THAT AREPROPERLY CONTAINERIZED AND INTENDED FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOTNEED THE MSDS SUBMITTAL. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BYCONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER AND SHALL PROTECT THE AREA OF KNOWN ORSUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE ENGINEER WILL ARRANGE FOR INVESTIGATION,IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. CONTRACTOR SHALL NOT RETURN TO THE AREA OFCONTAMINATION UNTIL APPROVAL IS PROVIDED BY ENGINEER; HOWEVER, CONTRACTOR SHALL RELOCATE CONSTRUCTIONACTIVITIES TO ANOTHER AREA OF THE PROJECT UNTIL SUCH APPROVAL IS PROVIDED.

28. CONTRACTOR SHALL FURNISH THE ENGINEER, PRIOR TO INCORPORATION INTO THE PROJECT, A CERTIFICATION FROM THEFLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE DIVISION OF PLANT INDUSTRY, STATING THAT THE SOD,HAY, STRAW, AND MULCH MATERIALS ARE FREE OF NOXIOUS WEEDS.

29. EQUIPMENT MAINTENANCE AND REPAIR SHALL NOT BE PERFORMED ON SITE.

30. STORAGE OF CHEMICALS, CEMENTS, SOLVENTS, PAINTS, OR OTHER POTENTIAL WATER POLLUTANTS IS PROHIBITED ONSITE. IF THESE PRODUCTS ARE NEEDED, THEY SHALL BE BROUGHT TO THE SITE, UTILIZED IN A RESPONSIBLE MANNER,AND REMOVED FROM THE SITE TO PREVENT SPILLS OR LEAKS THAT WOULD BE DETRIMENTAL TO THE ENVIRONMENT ORSURROUNDING PROPERTY.

31. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE ONE CALL (800-432-4770) AT LEAST 2 DAYS INADVANCE OF PERFORMING ANY SOIL DISURBING ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THEMARKS ARE PROTECTED DURING CONSTRUCTION, OR ARE RE-MARKED AS NECESSARY BY SUNSHINE ONE CALL TODELINEATE EXISTING UTILITIES. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES IN THE FIELD, PRIORTO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL EXISTING UTILITIES ASNECESSARY TO CONSTRUCT THE IMPROVEMENTS SHOWN HEREIN. UNLESS OTHERWISE STATED, THE CONTRACTOR ISRESPONSIBLE FOR THE COST OF SAID RELOCATION OR PROTECTION OF EXISTING UTILITIES AND THESE EFFORTS SHALL BECOORDINATED AND APPROVED BY THE UTILITY OWNER. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGETO EXISTING UTILITY DURING THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN.

32. DEPTHS AND DIMENSIONS SHOWN IN PLANS ARE IN PLACE & COMPACTED MEASUREMENTS.

33. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD AND ONSITE BIOLOGIST IF A WOOD STORK IS SEEN. CONTRACTOR ANDBIOLOGIST SHALL EDUCATE THE CONSTRUCTION CREW OF SUCH SPECIES IF ENCOUNTERED. PICTURES SHALL BE PLACEDON SITE DURING CONSTRUCTION TO IDENTIFY THE INDICATED SPECIES. CONTRACTOR IS RESPONSIBLE FOR ANYPENALTIES OR FINES DUE TO ANY IMPACT TO THE INDICATED SPECIES.

EROSION AND SEDIMENT CONTROL NOTES

1. PRIOR TO CLEARING, A SILT FENCE BACKED WITH 4' HOG WIRE FENCE (TRENCHED 6 INCHES DEEP AND BACKFILLED ON THE UPHILL SIDE), REINFORCED WITH HAY BALES (THAT ARE TRENCHED 4 INCHES DEEP, BACKFILLED ON THE UPHILL SIDE, AND STAKED WITH AT LEAST TWO 2" X 2" WOODEN STAKES) SHALL BE INSTALLED AS SHOWN ON THE PLANS. A DOUBLE ROW OF

SILT FENCE REINFORCED WITH PROPERLY INSTALLED HAY BALES (WITH THE SAME INSTALLATION AS ABOVE) IN ADDITIONTO A VEGETATION BARRIER SHALL BE PLACED AROUND THE VEGETATIVE BUFFERS AS SHOWN ON SITE PLAN. REFER TODETAIL THIS SHEET SILT FENCE MUST NOT BE TRENCHED WITHIN THE CPZ OF ANY TREES TO BE PROTECTED.CONTRACTOR SHALL INSTALL ALL TURBIDITY BARRIERS AS SHOWN ON THE PLANS. CONTRACTOR WILL BE RESPONSIBLEFOR ALL CLEAN UP WITH ANY SEDIMENTS THAT LEAVE THE SITE.

2. VEGETATIVE BUFFERS SHALL BE LEFT UNDISTURBED WITH THE EXCEPTION OF REQUIRED SUPPLEMENTAL PLANTINGSWITHIN THE DESIGNATED AREAS.

3. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER FLORIDASTORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BYTELEPHONE AT ALL TIMES DURING THE CONSTRUCTION ACTIVITIES.

4. THE STORMWATER CONTROL OFFICER WITH THE AUTHORITY OF DAY TO DAY OPERATIONS SHALL BE GIVEN TO THEPERMITTING AGENCIES, OWNER AND ENGINEER PRIOR TO CONSTRUCTION.BEYOND WHAT ARE SHOWN IN THIS PLAN MAYBE NECESSARY AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.

5. TEMPORARY SEEDING IF NEEDED SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANYDISTURBED AREAS THAT ARE INACTIVE MORE THAN 4 DAYS.

6. CONTRACTOR SHALL SOD ALL DISTURBED AREAS.

7. ALL RIP RAP PROVIDE ON THIS PROJECT SHALL BE GROUTED.

8. CONTRACTOR SHALL COORDINATE WITH THE OWNER ABOUT STORAGE ONSITE.

9. ALL EQUIPMENT SHALL BE SECURED ON SITE OR REMOVED EACH DAY.

10. RIP RAP SHALL NOT BE BROKE UP PIECES OF CONCRETE. THESE SHALL HAVE AN ASTHETIC SHAPE. THE OWNER ANDENGINEER SHALL TAKE A LOOK A THE RIP RAP PRIOR TO PLACEMENT.

11. DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS WILL NOT BE LEFT FOR DISTURBED FOR MORE THAN4 DAYS.

12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR ARE TO BE LEFTIDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH PERMANENT SEED OR OTHER PERMANENT STABILIZATIONMETHODS. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING.

13. CARE SHALL BE TAKEN TO ASSURE THE REMOVAL OF ACCUMULATED FINE SEDIMENTS AND THAT THE EXCESSIVECOMPACTION OF SOIL BY CONSTRUCTION MACHINERY IS AVOIDED AROUND THE TREES BEING PROTECTED. OUTFALLSSHALL BE PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED HAY BALES (WITH THE SAME INSTALLATION ASINDICATED ABOVE). ROCK OUTLET PROTECTION LINED WITH FILTER FABRIC SHALL BE INSTALLED AT ALL OUTFALL POINTS.

14. WHERE NEEDED DURING CONSTRUCTION, 2' SOIL DIVERSION BERMS SHALL BE CONSTRUCTED TO INTERCEDE AND DIRECT STORM RUNOFF TO THE ON-SITE STORMWATER PONDS. IF ADDITIONAL SUMPS ARE NEEDED TO TO PREVENT FURTHER SEDIMENT FROM ENTERING THE CREEK OR SPRING THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

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GENERALNOTES

Dewberry Engineers, Inc101 N. Monroe St.Suite 710Tallahassee, FL 32301850.354.5183

THIS ITEM HAS BEEN DIGITALLY SIGNED ANDSEALED BY JUSTIN HANSEN FORD, PE. ON THEDATE NOTED ON THE ELECTRONIC SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES

JUSTIN HANSEN FORD, P.E. #74746

NOT FOR CONSTRUCTIONFRDAP DOCUMENTS

CONSTRUCTION SEQUENCE:

1. CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE WITH THE OWNERS, UTILITYCOMPANIES, ENGINEER AND ALL OTHER PARTIES REQUIRED FOR COMMENCEMENT OF PROJECT. THIS MEETING SHALL TAKEPLACE PRIOR TO COMMENCEMENT OF ANY PROJECT RELATED ACTIVITIES. AT THIS TIME PRIOR TO ANY CONSTRUCTION THEPERMIT MUST BE POSTED WITHOUT NAILING TO ANY TREE ON SITE.

2. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR SUPERVISOR WHO HAS BEEN CERTIFIED UNDER FLORIDA STORMWATER,EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY TELEPHONE AT ALLTIMES DURING CONSTRUCTION ACTIVITIES. CONSTRUCTION SHALL NOT COMMENCE UNTIL INFORMATION (NAME AND PHONENUMBER) OF CERTIFIED STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR HAS BEEN PROVIDED TO THE CITY AT THEPRE CONSTRUCTION MEETING.

3. CONTRACTOR SHALL USE ENTRANCE ON THE WEST SIDE OF THE SITE. CONTRACTOR WILL LIMIT THE AMOUNT OF AREAIMPACTED IN THE RIGHT OF WAY DURING CONSTRUCTION.

4. PRIOR TO CLEARING, A SILT FENCE BACKED WITH 4' HOG WIRE FENCE (TRENCHED 8 INCHES DEEP AND BACKFILLED ON THEUPHILL SIDE), SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE AS SHOWN ON THE PLANS. SILT FENCE MUST NOT BETRENCHED WITHIN THE CPZ OF ANY TREES TO BE PROTECTED. EROSION CONTROL SHOWN ON PLANS IS REQUIRED.ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED DURING ANY PHASE OF THE DEVELOPMENT, ATTHE DISCRETION OF THE INSPECTOR. THE CITY INSPECTOR MAY REQUIRE ADDITIONAL MEASURES TO PREVENT ADDITIONALEROSION. CONTRACTOR SHALL PROVIDE OUTLET PROTECTIONS FOR SEDIMENTS THAT MAY ENTER THE STORMWATER FACILITY.CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING THE PROPOSED POND AFTER CONSTRUCTION OF ANY SEDIMENT THATENTERS THE POND. CONTRACTOR WILL BE RESPONSIBLE FOR THE CONDITION OF THE POND DURING CONSTRUCTION.CONTRACTOR CAN USE ADDITIONAL ALTERNATIVE TO PREVENT SEDIMENTS ENTERING THE POND. CONTRACTOR WILL BERESPONSIBLE FOR ANY OFFSITE IMPACTS.

5. DURING THE CLEARING, GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED MORE THAN 7 DAYS SHALL BESTABILIZED WITH RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS. AFTER SEEDING, EACH AREA SHALL BEMULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. ALL EXPOSED SLOPES THAT ARE EQUAL TO OR GREATER THAN 5%, ANEROSION BLANKET SHALL BE UTILIZED UNTIL THE AREA ACHIEVES FINAL STABILIZATION. TO LIMIT THE AMOUNT OF EROSION ONSITE CONTRACTOR SHALL CLEAR SITE ONLY AS NEEDED DURING CONSTRUCTION.

6. CONTRACTOR SHALL EXCAVATE THE SITE SO THAT NO SEDIMENTS ENTER THE CONVEYANCE SYSTEM. CONTRACTOR SHALLENSURE NECESSARY SAFETY MEASURES ARE TAKEN TO REMOVE SOIL FROM THE PROPOSED SITE AND OSHA REQUIREMENTSARE MET. IF CONTRACTOR STORES SOILS ON SITE AND SHALL COORDINATE WITH OWNER ABOUT LOCATION ON SITE. THESTORAGE ON SITE AREA SHALL BE SURROUNDED BY DOUBLE ROW SILT FENCE.

7. AFTER THE INITIAL SITE GRADING WORK, ALL PROPOSED INLET(S)/OUTFALLS, ONCE INSTALLED, SHALL BE PROTECTED FROMEROSION AND SEDIMENT RUNOFF BY THE USE OF FILTER FABRIC (WITH THE SAME INSTALLATION AS ABOVE). INLET GRATES MAYALSO BE COVERED WITH FABRIC IF TRAFFIC WILL BE TRAVERSING THE INLETS. THESE COVERS SHALL BE CHECKED DAILY TOENSURE PROPER COVER. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASEDOR ARE TO BE LEFT IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH PERMANENT SEED OR OTHER PERMANENTSTABILIZATION METHODS. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING.

8. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED AREASTHAT ARE INACTIVE MORE THAN 7 DAYS. SOD SHALL BE USED TO STABILIZE THE STORMWATER DISCHARGE SWALE. FILTERFABRIC SHALL BE PLACED UNDER STORMWATER DISCHARGE SWALE OUTFALL. SOD STRIPS IN SWALES AND WATERWAYS SHALLBE LAID PERPENDICULAR TO THE DIRECTION OF FLOW. SOD SHALL BE PEGGED OR STAPLED TO RESIST WASHOUT DURING THEESTABLISHMENT PERIOD. CHICKEN WIRE, JUTE OR OTHER NETTING SHALL BE PEGGED OVER THE SOD FOR EXTRA PROTECTION.CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING IRRIGATION FOR ALL LANDSCAPING ON SITE.

9. CLEAR THE REMAINING PORTION OF THE SITE, INCLUDING ACCESS DRIVES, AND CREATE DIVERSION CHANNELS IF NECESSARYTO DIRECT STORM WATER FLOWS TO THE CONVEYANCE SYSTEM. CONSTRUCT HAY BALE CHECK DAMS WHERE NEEDED TO TRAPSEDIMENT BEFORE IT REACHES THE CONVEYANCE SYSTEM OR POND.

10. CARE SHALL BE TAKEN TO ASSURE THE REMOVAL OF ACCUMULATED FINE SEDIMENTS AND THAT THE EXCESSIVE COMPACTIONOF SOIL BY CONSTRUCTION MACHINERY IS AVOIDED. INLET(S)/OUTFALLS SHALL BE PROTECTED WITH FILTER FABRIC ANDPROPERLY INSTALLED HAY BALES (WITH THE SAME INSTALLATION AS INDICATED ABOVE).

11. ALL SEDIMENT IS TO BE CAPTURED ON THE PROJECT SITE. ANY SEDIMENT ESCAPING THE PROJECT SITE WILL BE REQUIRED TOBE REMOVED AND RESTORED INCLUDING THE TRACKING OF SOIL ON STREETS. THIS INCLUDES SEDIMENT INTO THESTORMWATER FACILITY. CONTRACTOR WILL BE RESPONSIBLE FOR ANY SEDIMENT ENTERING POND AND WILL BE RESPONSIBLEFOR ITS REMOVAL..

12. DAILY SWEEPING WILL BE REQUIRED ON THE PROPERTY AND IMMEDIATELY AFTER STORM EVENTS TO PREVENT TRACKING OFSEDIMENT ON TO STREETS AND RIGHT OF WAY.

13. WHERE NEEDED DURING CONSTRUCTION, 2' SOIL DIVERSION BERMS SHALL BE CONSTRUCTED TO INTERCEPT AND DIRECTSTORM RUNOFF TO THE ON-SITE STORMWATER INLETS.

14. REMOVE ALL SEDIMENT/EROSION CONTROL DEVICES. REMOVE AND DISTRIBUTE ANY REMAINING SEDIMENT ONCE FULLYSTABILIZED. ASSURE THAT DISTRIBUTED SEDIMENT WILL NOT BE REDISTRIBUTED. ANY EXCESS DIRT SHALL BE DISPOSED OFF INA MANNER OFF SITE THAT WILL NOT CAUSE ANY EROSION OR SEDIMENT ISSUES. CONTRACTOR WILL ALSO INSPECTSTRUCTURES FOR SEDIMENT. ANY SEDIMENT SHALL BE FLUSHED FROM THE CONVEYANCE SYSTEM.

15. TWO WEEKS PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL HAVE A WALK THROUGH WITH THE ENGINEER, ARCHITECTAND OWNER AND A PUNCH LIST SHALL BE PREPARED. ONCE ALL PUNCH LIST ITEMS ARE ADDRESSED TO SATISFY THEENVIRONMENTAL PERMIT, THE CONTRACTOR SHALL ALSO SCHEDULE A WALK THROUGH WITH THE OWNER, ARCHITECT, ANDENGINEER UPON COMPLETION.

16. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MINIMUM OF SIX (6) COPIES OF A SIGNED AND SEALED AS-BUILT SURVEY TOVERIFY THE INSTALLATION OF ALL INFRASTRUCTURE, STORMWATER CONVEYANCES, AND LANDSCAPE IMPROVEMENTS INACCORDANCE WITH THE PERMIT.

17. THE ENGINEER WILL FILE A SIGNED AND SEALED RECORD DRAWINGS AND STORM WATER COMPLIANCE REPORT WITH THEPERMITTING AGENCY TWO WEEKS PRIOR TO REQUESTING A CLOSE OUT OF THE PROJECT.

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EXISTING CURB

TRANSITION.

EXISTING

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EXISTING PEDESTRIAN

CROSSWALK STRIPING.

EXISTING

STOP SIGN

& STOP BAR.

EXISTING 6'

CONCRETE

PATHWAY.

EXISTING

TRAIL-HEAD

RESTROOMS

EXISTING LIGHT POLE (SOLAR) (TYP.)

EXISTING TRAIL

INFORMATION KIOSK

(2) BOLLARDS W/ SIGNS

SIGN SHALL READ:

"MOTORIZED VEHICLES

PROHIBITED"

EXISTING TRASH

BIN (TYP.)

EXISTING ASPHALT

PAVEMENT

EXISTING SIGN:

"NO IN WATER

RECREATION"

EXISTING M.E.S.

EXISTING M.E.S.

EXISTING 18" HDPE

EXISTING "TYPE C"

INLET.

EXISTING "TYPE C"

INLET.

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BY OTHERS

SEE DETAILS ON

NEXT SHEET

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PROPOSED PAVED

ACCESS PATH

0'60' 120'

SCALE: 1" = 60'

30'

Dewberry Engineers, Inc

101 N. Monroe St.

Suite 710

Tallahassee, FL 32301

850.523.0062

JUSTIN HANSEN FORD, P.E. #74746

NOT FOR CONSTRUCTION

FRDAP DOCUMENTS

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

NO. DESCRIPTION DATE

OF

CSS

JHF

JAL

OCTOBER 2021

N/A

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OVERALL

CONCEPT PLAN

NOTE:

ROADWAY, PARKING & STORMWATER IMPROVEMENTS ARE

TO BE CONSTRUCTED UNDER ANOTHER FUNDING SOURCE.

LEGEND

PROPOSED BENCHES & TRASH CANS

PROPOSED PLAYGROUND

PROPOSED BASKETBALL COURT

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY JUSTIN HANSEN FORD, PE. ON THE

DATE NOTED ON THE ELECTRONIC SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES

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APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

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DATE

PROJECT NO.

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BASKETBALL

COURT DETAILS

NOT FOR CONSTRUCTION

FRDAP DOCUMENTS

0'20' 40'

SCALE: 1" = 20'

10'

Dewberry Engineers, Inc

101 N. Monroe St.

Suite 710

Tallahassee, FL 32301

850.523.0062

JUSTIN HANSEN FORD, P.E. #74746

LEGEND

PROPOSED BASKETBALL COURT

8' HIGH GALVANIZED CHAIN LINK FENCE

EXISTING

TRAIL-HEAD

RESTROOMS

LIMITS OF LIMEROCK BASE

(SEE DETAIL THIS SHEET)

TYPICAL BASKETBALL

COURT STRIPING

BASKETBALL POST & HOOP MODEL

"FIRST TEAM RUFFNECK EXTREME

BASKETBALL HOOP - 60 INCH STEEL" OR

APPROVED EQUAL (TYPICAL OF 4)

8' HIGH CHAIN LINK FENCE

(SEE DETAIL THIS SHEET)

TYPICAL 4' X 8' GATE

EXISTING

PAVED TRAIL

ENLARGED PLAN VIEW

BASKETBALL COURT CONCRETE PAVEMENT SECTION

BASKETBALL COURT ASPHALT PAVEMENT SECTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY JUSTIN HANSEN FORD, PE. ON THE

DATE NOTED ON THE ELECTRONIC SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES

ACCESS PATH ASPHALT PAVEMENT SECTION

PROPOSED ASPHALT

ACCESS PATH

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PROPOSED GRADING

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240.60'

240.40'

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