CITY OF

HENDERSONVILLE

101 MAPLE DRIVE NORTH

HENDERSONVILLE, TN 37075

REQUEST FOR BIDS

PROJECT NAME:

DRAKES CREEK GREENWAY STREAMBANK STABILIZATION

ISSUE DATE: July 20, 2026

QUESTIONS DUE: August 7, 2026 AT 4:00 PM

ADDENDUM POSTED (IF NEEDED): August 11, 2026

SUBMITTALS DUE: August 18, 2026 AT 2:00 PM

BID NO. 27-0002

JAMIE CLARY, MAYOR

CITY OF HENDERSONVILLE

PUBLIC WORKS DEPARTMENT

City of Hendersonville Public Works Department

PROJECT NAME:

DRAKES CREEK GREENWAY STREAMBANK STABILIZATION

TABLE OF CONTENTS

DESCRIPTION: PAGE NUMBER:

Request for Bids 1 Table of Contents 2 Invitation to Bid 3 Bid Submittal Checklist 4 Bidding Instructions 5-6 General Conditions 7-9 Federal Funding Requirements (If Applicable) 10 Specifications 11-12 Bid Proposal Submittal Form 13 Bid Proposal Submittal Form (Page 2) 14 Title VI Compliance 15 Plans 16-19

INVITATION TO BID

The City of Hendersonville is accepting separate bids for the DRAKES CREEK GREENWAY STREAMBANK STABILIZATION project.

The Drakes Creek Greenway Streambank Stabilization Project addresses critical bank erosion to protect public greenway infrastructure and re-establish channel stability. The scope entails targeted in-stream grading and water management to prepare the channel, followed by the strategic installation of heavy stone riprap to armor the bank toe against high-velocity scour.

Executed in strict compliance with Aquatic Resource Alteration Permit (ARAP) guidelines to safeguard water quality, the project integrates bioengineered native plantings to secure the upper slopes. Work concludes with full site restoration and erosion control to return the riparian corridor and adjacent recreational paths to safe, stable conditions.

Specifications may be obtained by email request to Todd Baun with the Public Works Department at tbaun@hvilletn.org or by paper copy from the Public Works Department, Hendersonville City Hall, 101 Maple Drive North, Hendersonville, TN 37075.

Bids must be submitted by August 18, 2026, for the opening at 2:00 PM (CST), at which time they will be opened in the Conference Room 1 at Hendersonville City Hall, 101 Maple Drive North, Hendersonville, Tennessee 37075.

The City may utilize federal, state, or other grant funding for this project. If federal funds are utilized, the Contractor shall comply with all applicable federal laws, regulations, executive orders, and grant requirements applicable to the funding source, including, but not limited to, applicable provisions of 2 CFR Part 200 and federal contract provisions required by the awarding agency. Additional federal compliance requirements may be incorporated into the executed contract through amendment or contract documents, as applicable.

The City reserves the right to reject any and all bids and to waive informalities or technicalities.

BID SUBMITTAL CHECKLIST

Project Name: DRAKES CREEK GREENWAY STREAMBANK STABILIZATION

Solicitation Number: 27-0002

Company Name:

The Bidder is responsible for ensuring that all required documents are submitted with its response. Failure to provide required documentation may result in the response being deemed nonresponsive.

Please check all items included with your submission.

☐ Completed Bid Submittal Checklist

☐ Contractor and Applicable Subcontractor License Information Included on the Outside of Sealed Bid Envelope in accordance with TCA § 62-6-119

☐ Completed Bid Proposal Submittal Form (Page 1), including Prime Contractor and Applicable Subcontractor License Information

☐ Completed and Signed Bid Proposal Submittal Form Pricing Sheet (Page 2)

☐ Acknowledgment of All Addenda Issued (if any)

☐ Acknowledgment of Liquidated Damages Requirement ($250/day)

☐ Proof of Insurance or Evidence of Insurability (meeting or exceeding bid requirements)

☐ List of Relevant Equipment (required per Bidding Instructions #6)

☐ Qualifications Statement / Company Capability Information (required per Bidding Instructions #6)

☐ Acknowledgement of Performance Bond and Payment Bond Information Requirement

☐ Title VI Compliance Form (Voluntary – Not Required for Submission or Evaluation)

☐ Proposed Project Schedule with Anticipated Working Days

☐ Acknowledgment of Potential Federal Funding Requirements (if applicable)

CERTIFICATION

The undersigned certifies that this checklist has been reviewed and that all required documents have been included in the submission. The Bidder understands that submission of this checklist does not relieve the Bidder of responsibility for complying with all requirements contained in the solicitation, including any applicable federal funding requirements, certifications, or contract provisions that may become applicable to this project.

Authorized Representative: _______________________________

Title: _________________________________________________

Signature: _____________________________________________ Date: ________________________________________________

BIDDING INSTRUCTIONS

Sealed bids will be received by the City of Hendersonville Finance Department for furnishing all materials and supplying of all labor necessary to provide DRAKES CREEK GREENWAY STREAMBANK STABILIZATION in the City of Hendersonville City Limits.

Copies of the specifications and contract documents may be examined and obtained at the Public Works Department, located at Hendersonville City Hall, 101 Maple Drive North, Hendersonville, Tennessee 37075.

For further information, contact, Todd Baun, Project Manager, tbaun@hvilletn.org or 615-822-1016

BIDDING REQUIREMENTS

1) Bid proposals will be received by the City of Hendersonville Finance Department, located at Hendersonville City Hall, 101 Maple Drive North, Hendersonville, Tennessee 37075, no later than 2:00 PM on August 18, 2026 Bids must be submitted in the format shown below. Bids received after this time and/or bids improperly submitted shall be returned to the bidder unopened. Telegraphic bids will not be accepted.

2) The following information shall be clearly noted on the outside of the sealed bid envelope in accordance with TCA § 62-6-119:

1.) Project Name: DRAKES CREEK GREENWAY

STREAMBANK STABILIZATION

2.) Bidder’s Name:

3.) Business Address:

4.) Business Telephone:

5.) Bidder’s Email:

6.) Prime Contractor’s License Number:

7.) License Classification:

8.) License Expiration Date:

In accordance with TCA § 62-6-119, if applicable, the following subcontractor information shall also be listed on the outside of the sealed bid envelope:

Electrical Subcontractor Name, License Number, Classification and Expiration Date (for electrical work of $25,000 or more)

Plumbing Subcontractor Name, License Number, Classification and Expiration Date (for plumbing work of $25,000 or more)

HVAC Subcontractor Name, License Number, Classification and Expiration Date (for HVAC work of $25,000 or more)

Masonry Subcontractor Name, License Number, Classification and Expiration Date (for masonry work of $100,000 or more)

3) Bidder shall be properly licensed as a Tennessee Contractor in accordance with Tennessee Code Annotated § 62-6-119 and shall maintain such license in good standing throughout the duration of the project.

4) Bidder shall be a business properly licensed by the State of Tennessee.

5) Contractor shall supply proof of insurance prior to commencing with work.

6) All bidders must submit their qualifications and list of relevant equipment with their bids.

Failure to do so may be cause for the rejection of the bid.

7) Bidder agrees, if awarded the contract to:

a. Commence work within ten (10) days of the issuance of a Notice to Proceed.

8) Contract/Project Administration: The Public Works Director, or their designated representative(s), shall serve as the owner’s representative. All requests, correspondence and submittals pertaining to this contract shall be addressed, in writing, to the attention of:

Todd Baun, Project Manager

Public Works Department

101 Maple Drive North

Hendersonville TN 37075

9) The City reserves the following rights:

Waive any informalities

Reject any or all bids

Award to the bidder that best meets the needs of the City of Hendersonville

Make multiple awards, if applicable, if it is deemed to be in the best interest of the City.

10) NOTE: The cost of required insurance is not a separate bid item and as such must be included within the bid at an appropriate rate applied to all items.

11) All addenda issued prior to bid opening shall become part of the contract documents. It is the bidder’s responsibility to confirm receipt of all addenda.

12) Bidder agrees that prices will be good for one hundred twenty (120) days to allow review of the submittal and through the duration of a signed contract.

13) PERFORMANCE AND PAYMENT BONDS

For contracts exceeding One Hundred Thousand Dollars ($100,000), the successful bidder shall furnish Performance and Payment Bonds in accordance with Tennessee Code Annotated § 12-4-201. Bonds shall be in an amount equal to one hundred percent (100%) of the contract price unless otherwise specified by the City. Bonds shall be issued by a surety company licensed to do business in the State of Tennessee and acceptable to the City of Hendersonville.

GENERAL CONDITIONS

A. CONTRACTOR’S DUTIES

All work performed under this contract shall be performed in accordance with all provisions of the specifications. Any deviations from the specifications must be approved in writing by the owner or his representative, prior to performance. The contractor in writing shall, immediately upon discovery, bring to the attention of the owner any conflicts which May occur among the various provisions of the specifications. The owner shall resolve such conflicts as soon as possible. Failure of the contractor to bring conflicts or exceptions to the attention of the owner shall allow the owner to require any changes deemed necessary, before acceptance by the owner.

B. MATERIALS

All materials supplied by the Contractor under the provisions of these specifications shall be new materials of the kind and character called for by the specifications. Materials not matching the specifications shall be replaced, in a manner satisfactory to the owner, at the Contractor’s sole cost. All materials to be furnished under these specifications shall be the standard product of a manufacturer regularly engaged in the production of such material and shall be the manufacturer’s current standard product and shall be delivered to the site with appropriate tickets given to the owner.

C. CONTRACT DURATION

Prices shall remain in effect for the duration of the project to sixty (60) days after the final payment has been issued by the City of Hendersonville.

Refer to the work hours and scheduling constraints below and in the contract drawings.

D. DISPUTES

For the purpose of this contract, all disputes arising from this contract, or its interpretation shall be in writing address to the Public Works Director. The Public Works Director’s decision shall be final.

E. UNIT PRICES

The unit price for each of the several items in the proposal of each bidder shall include its pro-rata share of overhead and incidental costs; so that the sum of the products obtained by multiplying the quantity shown for each item by the unit price bid represents the total bid.

Any bid not conforming to this requirement may be rejected as incomplete. Special attention of all bidders is called to this provision, should conditions make it necessary to revise the quantities, no limit will be fixed for such increased or decreased quantities;

no extra compensation allowed.

F. INSURANCE REQUIREMENTS

Contractors must possess the following insurance to be considered as a responsive bidder:

Worker’s Compensation: $1,000,000

Employer’s Liability:

Each accident: $1,000,000

Disease, policy limit $1,000,000

Disease, each employee $1,000,000

General Liability:

Each occurrence: $1,000,000

Aggregate: $2,000,000

Automobile Liability: $1,000,000

Professional Liability:

Each claim: $1,000,000

Aggregate: $2,000,000

G. PAYMENT TO THE CONTRACTOR

Contractor shall as soon as practical, after final acceptance by the City, submit an invoice for the amount of work done and the value thereof. The invoice shall contain the following information: Purchase order number, location of work, quantities of each item in place, cost of each unit of work, and total amount due, on the Contractor’s invoice form. Final quantities for each individual work assignment shall be checked, approved, and signed by the Public Works Director and/or an official representative of the City of Hendersonville.

After such approval, the City of Hendersonville shall pay, or cause to be paid the contractor, in the manner provided by law, the entire sum so found to be due hereunder.

H. GENERAL

Successful bidder shall obtain a valid City of Hendersonville business license, prior to beginning any work.

Time for Completion: The Contractor will have 30 working days to complete this project.

The Contractor once started will complete each assignment in a timely manner and will maintain a work force consistent to accomplish the project from start to finish.

The City reserves the right to reject all or portions of any project which contains defective materials and/or workmanship. Final inspection of the materials and workmanship shall be made as promptly as practicable, but failure to inspect and accept or reject materials or workmanship shall not impose liability on the City of Hendersonville for such materials or workmanship which are not in accordance with specifications. Prior approval must be obtained in the event necessity requires the use of materials or supplies not conforming to the specifications. Payment may be made at a proper adjustment in price.

Protection of Persons and Property: The Contractor shall be responsible for any/ all injuries or damages to persons or property that may occur in connection with the performance of work under this contract. He shall take all necessary precautions and exercise adequate diligence to prevent injuries or damages of any nature to persons or to property of others during the prosecution of this contract. The Contractor shall defend the City of Hendersonville against any and all claims which may arise from the performance of this contract.

Warranty: The Contractor hereby warrants and guarantees to the City that all materials, equipment, and workmanship furnished under this Contract shall be of good quality, new unless otherwise required, free from faults and defects, and in strict conformance with the Contract Documents. The Contractor agrees to repair, replace, or restore any defects or damages to the Work, as well as any adjacent work disturbed as a result of such defects, that appear within a period of one (1) year from the date of final acceptance or substantial completion, at no cost to the City.

FEDERAL FUNDING REQUIREMENTS (IF APPLICABLE)

To the extent federal funds are utilized for this Project, the City may require incorporation of a Federal Funding Addendum containing applicable federally required contract provisions, certifications, and requirements. The Contractor shall comply with all applicable federal statutes, regulations, executive orders, and funding requirements, including, but not limited to, the requirements of 2 CFR Part 200, Appendix II to Part 200, and any additional requirements imposed by the applicable federal or state awarding agency. The Federal Funding Addendum, if incorporated, shall apply and control to the extent required by the applicable federal funding source.

The Contractor shall execute any certifications, affidavits, disclosures, or supplemental contract provisions required by the City or the applicable funding agency as a condition of receiving federal funds. Such requirements may include, but are not limited to, the following:

Equal Employment Opportunity requirements (Executive Order 11246 and 41 CFR Part 60)

Contract Work Hours and Safety Standards Act, where applicable;

Clean Air Act and Federal Water Pollution Control Act requirements, where applicable;

Byrd Anti-Lobbying Amendment (31 U.S.C. § 1352), where applicable;

Suspension and Debarment Certification requirements;

Procurement of Recovered Materials requirements.

Access to Records requirements;

Administrative Remedies for False Claims and Statements;

Termination for Cause and Convenience requirements; and

Any other federal contract provisions required by the applicable funding source.

The Contractor acknowledges that compliance with all applicable federal requirements is a material condition of this Contract. The City reserves the right to incorporate additional federally required contract provisions, certifications, or amendments prior to issuance of the Notice to Proceed or during contract performance if federal funding is awarded, identified, or otherwise becomes applicable to the project.

SPECIFICATIONS

GENERAL

RELATED SPECIFICATIONS

A. Related Specifications/Guidelines:

City of Hendersonville Specifications: City of Hendersonville Standard Specifications and Drawings for Stormwater Management and Earthwork.

Tennessee Department of Environment and Conservation (TDEC) Erosion and

Sediment Control Handbook (Latest Edition).

TDEC General Aquatic Resource Alteration Permit (ARAP) for Streambank

Stabilization and/or Stream and Wetland Habitat Enhancement.

Tennessee Department of Transportation (TDOT) Standard Specifications for Road and Bridge Construction

B. Related Specifications/Guidelines:

United States Army Corps of Engineers (USACE) Nationwide Permit 13 (Bank

Stabilization) or Nationwide Permit 27 (Aquatic Habitat Restoration).

QUALITY ASSURANCE:

A. All procedures shall be performed in accordance with the manufacturer’s product specifications and requirements.

B. Contractor shall be responsible for ensuring compatibility of all products.

SUBMITTALS:

The contractor shall submit cut sheets as necessary to adequately describe any part of the material that may detail beyond the plans and specifications provided.

The contractor shall strictly adhere to the technical directives, constraints, and environmental performance standards detailed across the Drakes Creek Greenway Streambank Stabilization ARAP Plan package. Critical operational parameters are summarized below:

SPECIAL PROJECT CONDITIONS:

Critical Environmental Construction Windows:

Unabated Full-Scale Construction Window: Allowed only from 15 June through 1 August AND 1-15 December.

Absolute In-Stream Work Ban: No in-stream construction or machinery operation may occur between 15 December and 1 June due to the critical presence of environmentally sensitive aquatic wildlife and regulatory protections.

Weekday-Only Constrained Window: Work occurring from 1-15 June and 2 August through 15 November must occur strictly Monday through Friday between 08:30 AM and 04:00 PM. Heavy machinery must be physically fenced, locked, and fully secured or entirely removed from the park site no later than 04:30 PM daily.

Greenway and Structural Safety Constraints:

Pedestrian Safety Controls: Portions of the Drakes Creek Greenway extending between the main pedestrian bridge and the northern fence break of the soccer field parking lot must be fully closed to the public during active construction. The contractor shall supply all necessary barrier fencing, heavy signage, and traffic control personnel.

Pedestrian Bridge Structure Protection: The bridge must remain completely undisturbed.

Full closure of the pedestrian bridge is authorized only when active rock placement or heavy machinery operations occur within ten (10) feet or less of either side of the structural abutments. This high-risk structural bridge closure is strictly limited to a maximum cumulative duration of five (5) calendar days.

Overhead Clearance Limit: The low chord height of the pedestrian bridge structure sits at approximately seven (7) feet above the designated rock placement zone. The contractor is required to verify all vertical tolerances and utilize specialized low-profile equipment or hand tools under the structure.

Site Access, Laydown, and Environmental Protection:

Heavy Access Route: Equipment must enter the site via the existing paved greenway path, transitioning through the gate opening located at the north end of the soccer field parking lot. Operations near the eroded bank shear face are conducted entirely at the contractor's risk; the contractor must verify bank slope stability and prevent equipment roll-over or structural bank failures.

Pavement Remediation Option: Any damage caused to the asphalt pavement by heavy equipment must be repaired at the contractor's expense. The City retains an explicit contract option to require full-width milling and resurfacing of the paved path upon project completion, which will be evaluated based on mechanical surface damage and local recreational sports schedules.

Tree Protection: No trees located outside the hatched construction zones may be disturbed or pruned without written authorization. In authorized access zones, the contractor must route equipment to actively minimize clearing, prioritizing the removal of non-native species and small trees under 3 inches in diameter. Access routes must be physically adjusted to completely bypass trees 8 inches or larger in diameter.

Laydown Area Ground Protection: Heavy equipment or rock stockpiles placed within the park laydown fields must be supported by a protective layer consisting of high-strength non-woven filter fabric topped with a minimum of 4 inches of clean crushed stone. Stockpiles are restricted to a maximum height of 5 feet above existing grade. Upon completion, all protection layers must be removed and the grass restored to pristine original conditions via dressing, seeding, and straw stabilization.

BID PROPOSAL SUBMITTAL FORM

In accordance with TCA § 62-6-119, the Bidder shall complete the following:

Project Name: DRAKES CREEK GREENWAY STREAMBANK

STABILIZATION

Full Legal Company Name:

Company Address:

Telephone Number: ( ) - Bidder’s Name:

Bidder’s Email:

PRIME CONTRACTOR

Company Name

License Number

Classification

Expiration Date

MASONRY SUBCONTRACTOR (IF APPLICABLE)

Company Name

License Number

ELECTRICAL SUBCONTRACTOR (IF APPLICABLE)

License Number

PLUMBING SUBCONTRACTOR (IF APPLICABLE)

License Number

HVAC SUBCONTRACTOR (IF APPLICABLE)

License Number

Bidder agrees: To perform all work described in these Bid Documents. To furnish all necessary materials, labor, tools, and equipment, as specified, to complete the work in accordance with the Standards as set forth by Public Works Department; for the sum listed on the bid form.

BID PROPOSAL SUBMITTAL FORM (PAGE 2)

Project Name: Drakes Creek Greenway Streambank Stabilization

BASE BID ITEMS

Item No. Description Unit Estimated Quantity

Unit Price $ Extended Price

001 Mobilization and Demobilization LS 1 $ $

002 Clearing as required for access LS 1 $ $

003 Erosion Protection and Sediment Control LS 1 $ $

004 Greenway Asphalt removal and replacement SY 20 $ $

005 Class A-1 Riprap TN 284 $ $

006 Protective Boulders TN 187 $ $

007 Bedding Layer (#57 or washed quarter) TN 75 $ $

008 Topsoil Backfill TN 200 $ $

009 Native Seeding LS 1 $ $

010 Tree Planting with deer protection EA 10 $ $

011 Laydown area restoration and seeding LS 1 $ $

012 Pedestrian Safety and Security LS 1 $ $

013 Erosion Control Blankets (ECB) SY 236 $ $

TOTAL BASE BID$

OPTIONAL BID ITEM

Item No. Description Unit Estimated Quantity

Unit Price

Extended Price

1001 Greenway Asphalt removal and replacement SY 675 $ $

TOTAL OPTIONAL BID$

TOTAL BASE BID + OPTIONAL BID: $

TOTAL BID (AMOUNT WRITTEN IN WORDS):

Dollars and Cents

Unit prices shall include all labor, materials, equipment, tools, transportation, supervision, overhead, profit, and incidentals necessary to complete each item in accordance with the Contract Documents.

Print Bidders Name and Title:

Bidders Signature:

Date:

TITLE VI COMPLIANCE

It is the policy of the City of Hendersonville to ensure compliance with Title VI of the Civil Rights Act of 1963; 49 CFR, Part 21; related statutes and regulations to that end that no person shall be excluded from participation in or be denied benefits of or be subjected to discrimination under any program or activity receiving federal financial assistance or any other funding source on the grounds of race, color, sex, national origin, or ancestry. By virtue of submitting a response to this solicitation, bidders agree to comply with the same non-discrimination policy.

For Title VI compliance, we ask for voluntary disclosure of the following information:

GENDER: Male

Female

RACE: Black/African American

American Indian and Alaskan Native

Asian Caucasian

Native Hawaiian/other Pacific Islander

Other (please specify)

This information, if provided, must be given to the City Recorder who shall maintain records of those ethnic and gender groups who are awarded bids on projects.

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SCITY OF HENDERSONVILLE

SUMNER COUNTY, TENNESSEE

INDEX OF SHEETS

STREAMBANK STABILIZATION

DRAKES CREEK GREENWAY

SITE

VICINITY MAP

(Not To Scale)

COVER

7/10/2026

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CORRUGATED METAL PIPE CMP

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SQUARE YARDSSY

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DIAMETERD

CONTRACTING OFFICER REPRESENTATIVECOR

CONTINUECONT.

BEST MANAGEMENT PRACTICESBMP

STANDARD ABBREVIATIONS

ADDITIONAL COST TO THE CITY.

SAFETY, THE CONTRACTOR SHALL SUPPLY THEM AT NO

ADDITIONAL BARRIERS ARE REQUIRED FOR PUBLIC

THE CITY'S REPRESENTATIVE DETERMINES THAT

WITH LATEST VERSIONS OF OSHA REQUIREMENTS. IF

UNSAFE CONDITIONS. MEASURES SHALL BE IN KEEPING

FROM ENTERING THE CONSTRUCTION SITE DURING

PERSONNEL SO AS TO PREVENT PEDESTRIAN TRAFFIC

SAFETY AND CONSTRUCTION BARRIERS AND/OR SAFETY

. PROVIDE NECESSARY CONSTRUCTION DURATION

AND MAINTAINED AT ALL TIMES THROUGHOUT

APPROVED SAFETY MEASURES SHALL BE IMPLEMENTED 12.

CONSTRUCTION LIMITS SHOWN IN PLANS.

11. CONSTRUCTION EQUIPMENT SHALL REMAIN WITHIN

WITH APPROVAL FROM THE CITY'S REPRESENTATIVE.

INTERFERE WITH THE WORK MAY ONLY BE REMOVED

CONTRACTOR'S EXPENSE. ANY TREES OR BUSHES THAT

LIMITS OF WORK SHALL BE REPLACED AT THE

TREES OR VEGETATION DISTURBED OUTSIDE OF THE

TREES FOLLOWING CONSTRUCTION ACTIVITIES. ANY

EXISTING TREES AND MONITOR THE HEALTH OF THOSE

LIMITS OF WORK. THE INTENT IS TO PRESERVE ALL

10. PRESERVE TREES AND VEGETATION OUTSIDE OF THE

CONSTRUCTION PERIOD.

SEDIMENT CONTROL IS NEEDED DURING THE

REQUIRED WHERE IT IS EVIDENT THAT EROSION OR

CONTROL BEST MANAGEMENT PRACTICES (BMPS) ARE

CONSTRUCTION PERIOD. AT A MINIMUM, EROSION

SHALL BE MAINTAINED THROUGHOUT THE

BE INSTALLED PRIOR TO COMMENCING EARTHWORK AND

ALL NECESSARY EROSION CONTROL MEASURES SHALL 9.

ACTIVITIES.

FEATURES, ETC. DUE TO DAMAGE BY CONSTRUCTION

STREETS, PARKING AREAS, UTILITIES, DRAINAGE

IS RESPONSIBLE FOR ANY REPAIRS NEEDED TO THE

ROADS REMAIN CLEAN. IN ADDITION, THE CONTRACTOR

EQUIPMENT, TOOLS, AND MEASURES NEEDED TO ENSURE

CONTRACTOR IS REPONSIBLE FOR PROVIDING THE

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. THE

CONTRACTOR SHALL KEEP ALL ROADS CLEAN OF 8.

CITY'S REPRESENTATIVE.

DISTURBANCE CONDITIONS TO THE SATISFACTION OF THE

BE RESTORED BY THE CONTRACTOR TO THE PRE-

DISTURBED BY THE CONTRACTOR’S OPERATIONS MUST

WHENEVER POSSIBLE. ANY ADJACENT OR OFFSET AREAS

7. CONFORM TO EXISTING GRADES AND CONDITIONS

LOCATION OF ALL UTILITIES ON SITE.

SITE. THE CONTRACTOR SHALL DETERMINE THE

NOT NECESSARILY ALL WHICH EXIST ON THE PROJECT

APPROXIMATE ONLY. THOSE UTILITIES INDICATED ARE

OF ABOVE AND BELOW GROUND UTILITIES INDICATED ARE

PROMPTLY AT THE CONTRACTOR’S EXPENSE. LOCATIONS

OPERATIONS SHALL BE REPAIRED AND RESTORED

INTERRUPTION OF SERVICE CAUSED BY CONTRACTOR’S

EXISTING UTILITIES. ANY DAMAGE TO UTILITIES OR

UNLESS OTHERWISE SPECIFIED, DO NOT DISTURB 6.

COST TO THE CITY.

FIELD MODIFICATIONS, AS DIRECTED, AT NO ADDITIONAL

FULL RESPONSIBILITY FOR ANY REQUIRED REVISIONS OR

DO SO SHALL RESULT IN THE CONTRACTOR ASSUMING

REPRESENTATIVE BEFORE CONSTRUCTION; FAILURE TO

FIELD ADJUSTMENTS MUST BE APPROVED BY THE

INFORMATION INDICATED ON THESE DRAWINGS. ALL

CONDITIONS THAT WOULD CONFLICT WITH THE

REPRESENTATIVE IMMEDIATELY UPON FINDING ANY FIELD

5. THE CONTRACTOR SHALL NOTIFY THE CITY'S

PRIOR TO CONSTRUCTION.

CONFIGURATIONS WITH THE CITY'S REPRESENTATIVE

OPERATIONS. COORDINATE DISCREPANCIES AND FINAL

BEFORE THE START OF ANY CONSTRUCTION

LOCATION OF ALL EXISTING UNDERGROUND UTILITIES

APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE

UTILITY LOCATIONS DEPICTED HEREIN ARE 4.

TERRAIN MODEL. THE TN LIDAR DATA IS DATED 2018.

FROM FROM A DEM (.IMG) FORMAT TO AN OPENROADS

DOWNLOADED FROM LIDAR.TN.GOV AND CONVERTED

EXISTING CONTOURS SHOWN IN THIS PACKAGE WERE 3.

FEBRUARY 2026.

THE IMAGERY PROVIDED WITH THESE PLANS BEING

NEARMAP SOFTWARE APPLICATION WITH THE DATE OF

IMAGERY FOR THIS PROJECT WAS IMPORTED USING THE 2.

AWARD.

AVAILABLE TO THE CONTRACTOR UPON CONTRACT

DATA, AND TERRAIN MODEL FILES SHALL BE MADE

FEET. VERTICAL DATUM IS NAVD 88 FEET. CAD, TOPO

BASED ON NAD 83 TENNESSEE STATE PLANE US SURVEY

COORDINATE AZIMUTHS AND DISTANCES SHOWN ARE 1.

GENERAL NOTES LEGEND - DRAWING INDICATOR

X# SCALE:

DRAWING AREA TITLE

GRID LETTER / NUMBER

DETAIL INDICATOR

GRID LETTER / NUMBER OF DETAIL

SHEET WHERE DETAIL IS SHOWN

DIRECTION OF TYPICAL

GRID LETTER / NUMBER OF TYPICAL

SHEET WHERE TYPICAL IS SHOWN

TYPICAL INDICATOR

LEGEND - SYMBOLS

(MINOR 1' INTERVAL)

EXISTING GROUND CONTOURS

(MAJOR 5' INTERVAL)

EXISTING GROUND CONTOURS

EASEMENT

DRAIN PIPE

(MINOR 1' INTERVAL)

FINISHED GROUND CONTOURS

(MAJOR 5' INTERVAL)

FINISHED GROUND CONTOURS

EXISTING WATER LINE

EXISTING SEWER LINE

RIGHT OF WAY

IRRIGATION AS REQUIRED TO ENSURE ESTABLISHMENT.

INCLUDES PROVISION OF FERTILIZATION AND

GRASS TO MEET PRECONSTRUCTION CONDITIONS. THIS

REQUIRED TO ENSURE FULL REESTABLISHMENT OF

CONSTRUCTION. SEEDING SHALL BE MAINTAINED AS

ALL DISTURBED AREAS TO BE SEEDED FOLLOWING 16.

RESEEDED UPON CONSTRUCTION COMPLETION.

ALL MATERIALS MUST BE REMOVED AND AREAS

FILTER FABIC TO MINIMIZE IMPACTS TO EXISTING GRASS.

ABOVE EXISTING GROUND AND SHOULD BE PLACED ON

LAYDOWN AREAS. PILES SHOULD NOT EXCEED 5 FEET

15. ROCK MAY BE STOCKPILED IN THE DESIGNATED

MANNER THAT DOES NOT IMPEDE EXISTING DRAINAGE.

14. ANY STOCKPILING OF MATERIALS SHALL BE DONE IN A

CONTRACTOR'S REQUEST.

WILL BE MADE AVAILABLE UPON AWARD AND

CAD DATA IN DGN FORMAT (OPENROADS DESIGNER) 13.

GENERAL NOTES CONT. ALIGNMENT TABLES

DESIGN DEVELOPED USING TN LIDAR DATA

CONTROL POINT DATA: NONE PROVIDED FOR THIS PROJECT.

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DURING ACTIVE CONSTRUCTION.

ENSURE THE PUBLIC DOES NOT ENTER THE AREA

OCCURRING. ADJUST BARRIERS AND PERSONNEL TO

FOR NO MORE THAN 5 DAYS WHILE CONSTRUCTION IS

OF THE BRIDGE STRUCTURE AND MAY REMAIN CLOSED

PLACEMENT WITHIN 10 FEET OR LESS OF EITHER SIDE

PEDESTIAN BRIDGE CLOSURE SHALL OCCUR FOR ROCK 5.

CONSTRUCTION IS OCCURRING.

PUBLIC PEDESTRIAN ACCESS. WHILE ACTIVE

SIGNS AND PERSONNEL AS REQUIRED TO PREVENT

CONSTRUCTION IS OCCURRING. PROVIDE BARRIER

SHALL BE CLOSED TO THE PUBLIC WHILE

FENCE BREAK AT THE NORTH END OF THE PARKING LOT

PEDESTRIAN BRIDGE ACROSS DRAKE'S CREEK AND THE

PORTIONS OF THE GREENWAY BETWEEN THE 4.

THAN 1630.

IN AND LOCKED OR REMOVED FROM SITE NO LATER

HOURS OF 0830 AND 1600 WITH ALL EQUIPMENT FENCED

WEEKDAYS ONLY (MONDAY - FRIDAY) BETWEEN THE

AUGUST THROUGH 15 NOVEMBER MUST OCCUR ON

WINDOWS ABOVE WHICH INCLUDE 1 - 15 JUNE AND 2

CONSTRUCTION OCCURRING OUTSIDE OF THE 3.

PRESENCE OF ENVIRONMENTALLY SENSITIVE WILDLIFE.

BETWEEN 15 DECEMBER AND 1 JUNE DUE TO THE

IN-STREAM CONSTRUCTION WORK MAY NOT OCCUR 2.

DECEMBER.

PERIODS OF 15 JUNE THROUGH 1 AUGUST AND 1 - 15

UNABATED CONSTRUCTION MAY OCCUR FOR THE 1.

CONSTRUCTION SCHEDULE & HOURS

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NATIVE AND TREES LESS THAN 3 INCHES IN DIAMETER OVER LARGER TREES.

PRACTICAL WITH PRIORITY PLACED ON REMOVING NON-NATIVE TREES OVER

MINIMIZES TREE CLEARING REQUIREMENTS TO THE GREATEST EXTENT

REPRESENTATIVE. IN HATCHED AREAS, ESTABLISH ACCESS ROUTES THAT

UNLESS OTHERWISE SPECIFICALLY APPROVED IN WRITING BY THE CITY'S

2. CONTRACT SHALL DAMGE NO TREES OUTSIDE OF THE HATCHED AREAS

AND GREENWAY CLOSURE CONSTRAINTS AND REQUIREMENTS.

REFER TO GENERAL NOTES SHEET G-100 FOR CONSTRUCTION WINDOWS 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

ISOLATED TO THE HATCHED LOCATIONS.

PLACE SILT FENCING OR EELS AS REQUIRED TO ENSURE DISTURBANCE IS 9.

PRIOR TO CONTRACT COMPLETION.

THE LAYDOWN AREA AND AREAS SHALL BE DRESSED, SEEDED AND STRAWED

CONTRACTOR. ALL MATERIALS AND EQUIPMENT SHALL BE REMOVED FROM

CRUSHED STONE OR OTHER APPROVED MEASURE PROPOSED BY THE

WITH NONWOVEN FILTER FABRIC TOPPED WITH A MINIMUM OF 4 INCHES OF

EQUIPMENT OR MATERIAL LOADING ARE EXPECTED SHOULD BE PROTECTED

TO THE GREATEST EXTENT PRACTICAL. LOCATIONS WHEREHEAVY

HEAVILY USED IN SUPPORT OF CITY RECREATION SO MINIMIZE DISTURBANCE

ACCEPTABLE LAYDOWN AREAS FOR THE CONTRACT. THESE AREAS ARE

HATCHED AREAS REFLECT LAYDOWN APPROXIMATE LOCATIONS OF 8.

REMOVED BY HENDERSONVILLE PUBLIC WORKS.

TREE TO BE REMOVED AS PART OF THIS CONTRACT IF NOT ALREADY 7.

AS A RESULT OF CONTRUCTION ACTIVITIES.

COMPLETION UNLESS IT IS DETERMINED THAT NO DAMAGE HAS OCCURRED

PORTION OF PAVEMENT TO BE MILLED AND REPAVED UPON CONSTRUCTION 6.

THROUGHOUT CONSTRUCTION.

PRIOR TO CONSTRUCTION. BRIDGE MUST REMAIN UNDISTURBED

APPROXIMATELY 7 FEET. CONSTRACTOR TO VERIFY HEIGHT CONSTRAINTS

HEIGHT OF THE BRIDGE ABOVE THE LOCATION FOR ROCK PLACEMENT IS

THE DOWNSTREAM BANK. OVERHEAD CLEARANCE OF THE LOW CHORD

PLACED IN FRONT OF THE ABUTMENT AND EXTEND TO TIE AND KEY-IN TO

DOWNTREAM SIDE OF THE BRIDGE FOR ROCK PLACEMENT. ROCK TO BE

CONTRACTOR MAY USE THE HATCHED AREA PROVIDED FOR ACCESSING THE 5.

PROXIMITY TO THE ERODED BANK SHEAR FACE.

ISSUES AND RISKS OF FAILURE DO NOT ARISE WHEN OPERATING IN CLOSE

CONTRACTOR'S RESPONSIBILITY IN VERIFYING THAT SLOPE STABILITY

REPAIRED AT THE CONSTRACTOR'S EXPENSE. IN ADDITION, IT WILL BE THE

CONTRACTOR'S RISK, HOWEVER ANY DAMAGE TO THE ASPHALT SHALL BE

PORTION OF GREENWAY MAY BE USED FOR CONSTRUCTION AT THE 4.

COMPLETION.

PORTION OF PAVEMENT TO BE MILLED AND REPAVED UPON CONSTRUCTION 3.

THE GREATEST EXTENT POSSIBLE.

PROJECT. ADJUST ROUTE TO AVOID IMPACTING TREES 8 IN. OR LARGER TO

ACCESS TO THE NATURAL INLET RAMP AT THE UPSTREAM LIMIT OF THE

SHOWN. CLEAR THE MINIMUM TREES NECESSARY TO ALLOW EQUIPMENT TO

CONTRACTOR SHALL ACCESS THE CREEK THROUGH THE HATCHED AREA 2.

CONSTRUCTION SCHEDULING AS IT RELATES TO RECREATION SEASONS.

EXCERCISED BASED THE AMOUNT OF DAMAGE TO THE PAVEMENT AND

REPRESENTATIVE SHALL DETERMINE WHETHER THE OPTION WILL BE

BE MILLED AND RESURFACED AS AN OPTION TO THE CONTRACT. THE CITY'S

DIRECTED TO BE PLACED. DRIVEN ON PORTIONS OF THE GREENWAY SHALL

TOWARD THE LAYDOWN AREA OR DIRECTLY TO WHERE MATERIAL IS

MAST. FROM THERE, EQUIPMENT SHALL LEAVE THE PAVED WAY AND ROUTE

DRIVE ALONG THE PAVED WAY UNTIL NORTH OF THE NOTED POWERLINE

OPENING AT THE NORTH END OF THE SOCCER FIELD PARKING LOT AND

ALONG THE LIMITS SHOWN. EQUIPMENT SHALL PASS THROUGH THE GATE

CONTRACTOR TO ACCESS THE SITE VIA THE EXISTING PAVED GREENWAY 1.

POWER MAST

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PLAN KEYNOTES

LESS THAN 36 HOURS AFTER PICKUP FROM NURSERY.

OCCUR BETWEEN 1 NOVEMBER AND 30 APRIL. TREES SHALL BE PLANTED NO

THE DIAMTER RING BEING NO LESS THAN 24 INCHES. PLANTING SHALL

STEEL U-STAKES PER FENCE. WIRE FENCE SHALL ENCIRCLE THE TREE WITH

THREE 48 INCH TEE OR GARDEN STAKES AND THREE 11 GAUGE GALVANIZED

WELDED WIRE FENCE NO LESS THAN 48 INCHES TALL WITH NO LESS THAN

SHALL BE PROVIDED AROUND EACH TREE IN THE FORM OF RUST RESISTANT

AND NO MORE THAN THREE OF EACH SPECIES PLANTED. DEER PROTECTION

COTTONWOOS WITH A MINIMUM OF FOUR DIFFERENT SPECIES PROVIDED

CYPRESS, BLACK WILLOW, SWAMP WHITE OAK, RED MAPLE, OR

ALONG THE BANK. SPECIES MAY CONSIST OF BIRCH, SYCAMORE, BALD

PROVIDE 15 GALLON LIVE TREES IN THE LOCATIONS GENERALLY SHOWN 4.

CENTER TO THE TOP CUT.

SHALL BE NO LESS THAN 12 FEET WHEN MEASURED FROM THE ROOT BALL

THAT IS CAPABLE OF SUPPORTING OVER 1000 LBS. TREE TRUNK LENGHS

NINE INCHES. TREES MAY BE SECURED WITH CHAINS, STRAPS OR ROPE

ADDED TOGETHER WITH NO INDIVIDUAL TREE DIAMETER BEING LESS THAN

DIAMETER OF THE THREE TREES MUST BE NO LESS THAN 30 INCHES WHEN

TRUNKS, THE CONTRACTOR MAY STRAP THREE TREES TOGETHER. THE

AT RANDOM BY THE CITY REPRESENTATIVE. IN LIEU OF 24 INCH TREE

TRUNK MUST BE NO LESS THAN 24 INCHES IN DIAMETER WHEN MEASURED

APPROXIMATELY AS SHOWN. FOR SINGLE TREE TRUNK PLACEMENT, A TREE

TREE TRUNKS WITH ROOT BALLS TO BE PLACED ON 15' CENTERS 3.

AS SHOWN.

STONE TO BE USED TO REESTABLISH THE ORIGINAL BANK TOE GENERALLY 2.

DETAILS.

DOWNSTREAM BANKS NO LESS THAN 10 FEET LOGITUDINALLY. REFER TO TO

STONE SHALL BE KEYED/TRENCHED INTO THE EXISTING UPSTREAM AND 1.

REQUIRED TO ENSURE STONES ARE PLACED CORRECTLY.

UPSTREAM OR DOWNSTREAM APPROACH. SOME HANDTOOL WORK MAY BE

ROCK PLACEMENT UNDER THE BRIDGE COULD POTENIALLY OCCUR FROM AN

BEHIND THE STONE, WORKING FROM DOWNSTREAM TO UPSTREAM TIE-IN.

WOULD LIKELY THEN NEED TO PLACE THE LARGE STONE AND BACKFILL

CREATE A TRAVERSABLE PAD FOR ROCK PLACEMENT. THE CONTRACTOR

PAD IN THE WATER FROM UPSTREAM TO DOWNSTREAM TO THE BRIDGE TO

CONTRACTOR WOULD MOST LIKELY NEED TO CONSTRUCT THE STONE WORK

CONSTRUCTION SEQUENCE. HOWEVER, THE CITY ANTICIPATES THAT THE

IT IS THE CONTRACTOR'S RESPONSIBILITY FOR DETERMINING 1.

GENERAL NOTES

4.5' MIN.

SECTION KEYNOTES

TO THE CITY'S WATER SUPPLY USED FOR RECREATION FIELD SPRINKLERS.

A WEEK FOR ONE MONTH. THE CONTRACTOR SHALL BE GRANTED ACCESS

CONTRACTOR SHALL WATER THE NEWLY PLACED VEGETATION THREE TIMES

MAY BE PROPOSED FOR APPROVAL BY THE CITY'S REPRESENTATIVE. THE

DOGWOOD, BOXWOOD, INK BERRY, BLACK WILLOW. OTHER NATIVE SPECIES

HOLLY, AMERICAN HOLLY, CAROLINA LAUREL, WAX MYRTLE, OSIER

OF BANK. ACCEPTABLE SPECIFIES INCLUDE SILKY DOGWOOD, YAUPON

PLANTED ON 10 FOOT CENTERS BETWEEN THE NEW TREE LINE AND THE TOP

GARDEN APPLICATIONS. TWO TO FIVE GALLON NATIVE BUSHES SHALL BE

RAKE. SEED SHALL BE COVERED WITH JUTE MATTING DESIGNED FOR

THE NEWLY PLACED TOPSOIL AND RAKED INTO THE SOIL USING A GARDEN

APPROVED EQUIVALENT. 5 LBS OF SEED SHALL BE SPREAD EVENLY ACROSS

TOPSOIL TO BE SEEDED WITH ROUNDSTONE NATIVE SEED MIX 168 OR S8.

SEE KEYNOTE 4 OF THIS SHEET. S7.

COMPACTION DEVICE.

NO LESS THAN THREE PASSES OF A WACKER PACKER OR OTHER APPROVED

TOPSOIL SHALL BE PLACED IN 12 INCH LIFTS WITH EACH LIFT COMPACTED BY

LAYERS IN A MANNER THAT ALIGNS WITH THE CONFIGURATION SHOWN.

CONTRACTOR PROVIDED TOPSOIL SHALL BE PLACED TO COVER THE ROCK S6.

THE PROPOSED TOPSOIL.

SERVE AS A BEDDING AND CHOKE OFF LAYER BETWEEN THE RIPRAP AND

PROVIDE 9 INCHES OF TDOT 57 OR WASHED QUARTER INCH STONE TO S5.

THE SHIFTING STOPS.

CONTRACTOR SHALL ADJUST METHOD OF BACKFILL PLACEMENT TO ENSURE

METHOD. IF LARGER STONES SHIFT DURING PLACMENT OF A-1 BACKFILL,

PLACED STONE AND THEN SPREAD USING A BUCKET OR OTHER APPROVED

BACKFILL SHALL BE PLACED DIRECTLY ON THE GROUND OR PREVIOSLY

PLACEMENT. A-1 RIPRAP SHALL NOT BE DUMPED OR DROPPED. STONE

SHOWN. CONTRACTOR TO VERIY WALL STABILITY PRIOR TO ROCK

A-1 RIPRAP TO BE PLACED BEHIND STONE PROTECTION WALL GENERALL AS S4.

FOR PLACEMENT OF THE LARGER WALL STONE ON TOP AS SHOWN.

SHALL BE PLACED AS A COLLAR AROUND THE TREE TO FORM A LEVEL PAD

AS SHOWN. ONCE THE TREE TRUNK IS PLACED, ADDITIONAL A-1 STONE

PLACED TO FORM A CRADLE TO SUPPORT THE TREE TRUNK(S) GENERALLY

IN LOCATIONS WHERE TREE TRUNKS ARE PLACED A-1 RIPRAP SHALL BE S3.

ENSURE THESE CONSTRAINTS ARE MET AND THAT THE WALL IS STABLE.

UNLESS OTHERWISE APPROVED. STONE STACKS TO BE ADJUSTED TO

GREATER AND HAVE NO DIMENSION LESS THAT 1.5 FEET IN THICKNESS

CONSTRUCTED ACCESS PAD. ALL STONE MUST WEIGH 1000 LBS OR

SHOWN TO NO LESS THAN 4.5 FEET AND NO GREATER THAN 5.5' ABOVE THE

PROTECTIVE STONE WALL SHALL BE PLACED/STACKED GENERALLY AS S2.

FACES THE CREEK GENERALLY AS SHOWN.

THAN 6 INCHES BEYOND THE FACE OF THE BOTTOM WALL STONE THAT

FEET UNLESS OTHERWISE APPROVED. THE PAD SHALL EXTEND NO LESS

AND PLAN VIEW FOR APPROXIMATE WIDTHS WITH A NOT TO EXCEED OF 15

ABOVE ORDINARY LOW WATER FLOW. REFER TO THE TYPICAL SECTIONS

SHALL CONSTRUCTED TO AN ELEVATION THAT IS NO LESS THAN 3 INCHES

S1. ACCESS PAD TO BE CONSTRUCTED USING TDOT CLASS A-1 RIPRAP. PAD

S2 S2

S1 S1

S3

3' MIN. 3' MIN.

S4 S4

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S7

S8

S8